Design, Build, construct, install, commissioning of compost plant of 10 TPD for wet waste along with operation and maintenance of plant for 5 years including the tipping fee

Calculatuion of Windrow

Wet waste production (tone per day) Q = 10.2 TPD

Density of wet waste d = 500 Kg/cum

As per SBM Volume Factor = 0.66

Required vlume of Windrow = V/volume factor cum

Shape = Trapezoidal

Base width = 3 m

Top width = 2.3 m

Volume of 01 unit Windrow = cum

Total No of windrow required =

Column = 6 Nos.

Area Requirement

Spacing w/o channel = 1.5 m

Spacing with channel =

Spacing b/w two row = 1.5 m

Additional for curing / storage = 10 m

GENERAL ABSTRACT OF COST FOR PROPOSED COMPOST PIT (WINDROW) (BIHAR)

Sl. No. DESCRIPTION COST Rs.

6 MANUAL BORING

8 MACHINARY COST /Machine and Equipments

9 INTERNAL ROAD

10 Processing Shed (10M X 38M)

12 Carriage and difference of cost of material

Contegency 1% up to 1cr and on Rest 0.5%

NAGAR PARISHAD RAJGIR,NALANDA

BILL OF QUANTITY

Name of Work- PROPOSED 10.2 TPD COMPOST PLANT (Windrow) UNDER NAGAR PARISHAD RAJGIR, NALANDA

Estimated Cost :-

Amount Of B.O.Q. :-

Cost Of B.O.Q. :-

EMD (Earnest Money Deposit) :-

Time of Completion :- 193

S.L No. Code Item of Work Quantity Unite Rate Amount

Landscaping Works

1 2.1 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.Transcend area to proper levels by filling with earth or eath mixed with sludge or mix/ and manure before and after flooding trench with water , (excluding cost of imported eath, sludge or manure) M2 6.97

2 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 mSurface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. M2 13.55

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. M3 287.3

4 11.7 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, M3 283.3

5 16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1. Cement concrete prepared with batch mixing machine M3 5585.5

6 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Construction of Drainage System Inside Campus

7 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. M3 360.7

6 16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 M2 504.8

7 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) M3 3434

8 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Kg 92.6

9 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) M3 4688.3

10 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Construction of Leachate Treatment Tank With Underground Reservoir

11 2.6.1 Earth 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 55.125 M3 314.9

12 16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 20.91 M2 504.8

13 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 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 3.1364 M3 3434

14 5.22.7B Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 1323 Kg 92.6

15 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 3.2 M2 211.6

16 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 56 M2 375.1

17 5.9.3 Suspended floors, roofs, landings, balconies and access platform 15.75 M2 437.5

18 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 14.7 M3 4688.3

19 11.6.1 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick 127.75 M2 304.15

20 18.12.5 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 mm dia nominal bore 6 M2 476.8

21 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Plant Machinery and Equipment at SWM Plant

22 Weigh Controller, Load Cells,Platform,Large Size LED Display,PC,Printer,UPS, , Model approval ,Verification Stamping from legal metrology Dept ,Ramp. Capacity of Load Cell in Tonnes-30Ton, No of Load Cell in the weigh bridge system-4, Type of Load Cell-Double ended Shear Beam Load Cell, Accuracy Class of weigh bridge-Class III. Weigh bridge each As per GEM Portal (lumpsum) 850000

Wet Waste Processing Machines

23 1 nos. for screening with capacity 2 TPH. of with manual loading and with Bagging System with Hopper, Conveyor, screening including related civil works, electrification complete. Trommel (35mm) Vibro Screen each As per GEM Portal (lumpsum) 1100000

24 1 Nos. for screening of 5 TPD waste with capacity 1 TPH of diameter 1.5 m and length 6m. With conveyor for feeder and reject. Trommel (6mm) Vibro Screen each As per GEM Portal (lumpsum) 600000

25 Single Cylinder Double Chamber Baler Machine each As Per CPHEEO 450000

26 Rate and capacity to be decided as per actual demand Windrow turner** each As Per CPHEEO 2600000

27 4 nos Double Wheel Barrow each As per GEM Portal (lumpsum) 15000

28 24.1.1.1 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. All types of soil - 300 mm dia. 90 Mtr 486.8

29 24.3.1 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. 100 mm nominal size dia 78 Mtr 546.1

30 24.4.1 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.100 mm nominal size dia 12 Mtr 573.1

31 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-in-charge. 3 M2 1343.2

32 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. 3 Kg 916.8

33 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 150 mm dia 1 Kg 210.7

34 24.14.1 Providing and fixing 100 mm dia 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. 1 Each 1448.4

35 24.15.1 Providing and fixing 100 mm dia Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 1 Each 228.3

36 upplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I 1 M2 26446

37 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Detailed Estimate for Toilet Facitlity at SWM Plant

38 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 0.06 M2 1355.4

39 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 21.025 M3 360.7

40 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.9 M3 287.3

41 2.26 Filling available excavated earth(excludingrock) intrenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 18.96 M3 123.5

42 41.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 0.47 M3 4420.8

43 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 2.08 M3 5677.2

44 5.33A.2.1 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 1.224 M3 5293.5

45 5.33A.2.2 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 1.22 M3 5677.2

46 5.33A.2.2 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 1.26 M3 5677.2

47 5.22.7C Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 0.545 MT 90800

48 6.1.14B Brick work with bricks of class designation 100B in foundations and plinth , Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.2 M3 4540.3

49 6.1.12C Brick work with fly ash bricks asper IS12894(2002)&IS3495 in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 4.845 M3 5116.3

50 6.18.4B+6.18B Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding Cement Mortar 1 : 4 (1 cement : 4 coarse sand) 6 M2 655.2

51 9.124 Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile.The styles & rails shall be of size75mmx30 mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge sideof the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33mmx17mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding(pushfit type) will be set inside the styles and the rails with acavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tappings crews. Single piece extruded solid PVC lock rail of size 100mmx 30mm with wall thickness 5mm & 15mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVCsolventcement & self driven self tappingscrewsof size100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge. 3.78 M2 2898.9

52 10.13+10.13C providingand fixingsteel beadingof approvedshapeand section with screws instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 0.675 M2 3444.2

53 11.21.1.1 Providing and fixing 10mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding,and joints filled with acid and/oralkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge. 25.58 M2 1295.7

54 13.11.2 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) 43.68 M2 152.9

55 13.19 18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge 29.925 M2 218.2

56 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 74.8125 M2 117.3

57 4.3.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc, for mass concrete. 14.16 M2 211.1

58 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 6.36 M2 437.5

59 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 14.4 Each 437.5

60 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 12 Each 494.4

61 18.48 Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. 500 Ltr 9.7

62 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, 40mm flush bend, over flow 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 : 1 Each 5504.3

63 17.4.1 Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm 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 : 2 Each 3723.2

64 17.25.6 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm. 1 Each 1651.3

66 Add 10% For Electric and Plumbing Work

66A For 2 nos. of toilet block

67 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Detailed Etimate of Office Building

68 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 0.2176 M2 1355.21

69 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 42.417 M3 360.7

70 2.9.1 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 9.923 M3 287.3

71 2.26 Filling available excavated earth(excludingrock) intrenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 36.8695 M3 123.5

72 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 0.9375 M3 4420.8

73 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 3.057 M3 5677.2

74 5.33A.2.1 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 1.944 M3 5293.5

75 5.33A.2.2 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 3.042 M3 5677.2

76 5.33A.2.2 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 7.185 M3 5677.2

77 5.22.7C Reinforcement forR.C.C.work including straightening, cutting, bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 12mm horizontal/inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 1683.66 Kg 90.8

78 6.1.14B Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.436 M3 4540.3

79 6.1.12C Brick work with fly ash bricks asper IS12894(2002)& IS3495 in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 10.189 M3 5116.3

80 6.18.4B+6.18B Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding 8.95 M2 655.2

81 9.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 0.1566 M3 95670.7

82 9.7.1 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 7.2 M3 2569.6

83 10.13 providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 2.475 M3 3038.9

84 11.21.1.1 Providing and fixing 10 mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and / or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). 50.56 M3 1295.7

85 12.79.2.2 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. 6.6 rmt 374.6

86 13.11.2 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) 96.0608 M3 152.9

87 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 ( 1 cement: 4 fine sand) 62.265 M3 176.4

88 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 62.27 M3 81.2

89 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. 158.33 M3 105.4

90 13.48.1 Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 158.33 M3 117.3

91 4.3.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc, for mass concrete. 27.6 sqm 211.1

92 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 26.19 sqm 437.5

93 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 19.0811428571 sqm 437.5

94 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 18 sqm 494.4

95 18.48 Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. 1000 Ltr 9.7

96 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, 40mm flush bend, over flow 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 : 1 Each 5504.3

97 17.4.1 Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm 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 : 1 Each 3723

98 17.25.6 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm. 1 Each 1651.3

99A Add 15 % For Electrification and Plumbing Work

99B Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

CONATRUCTION OF SEPTIC TANK

100 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 25.12 M3 360.7

101 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 2.356 M3 287.3

102 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 0.7912 M3 4420.8

103 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 3.74 M3 5677.2

104 5.22.7C Reinforcement forR.C.C.work including straightening, cutting, bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 224.4 Kg 90.8

105 6.1.12C Brick work with fly ash bricks asper IS12894(2002)&IS3495 in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 5.69 M3 5116.3

106 6.18.4B+6.19B Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding 1.4 M2 655.2

107 13.11.2 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) 18.4 M2 152.9

108 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 8.64 M2 437.5

109 20.1 RAINWATER HARVESTING, RECYCLE AND REUSE OF WASTE WATER 6 Rm 129

110 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

CONSTUCTION OF PCC ROAD

111 1/2.2.1 Earth work in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth , breaking clods watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks , marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 548.1 M3 386.6

112 16.3.10 Supplying and stacking at site 243.6 M3 431.2

113 2/2.28 Supplying and Filling in plinth with local sand and under floorsincluding, watering, ramming consolidating and dressing complete. {S.O.R BCD item no. 2.28} 243.6 M3 287.3

114 3/11.72 Providing designation 100 A one brick on flate soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 870 M3 283.3

115 4/16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1. Cement concrete prepared with batch mixing machine 174 M3 5585.5

116 5/5.9.1 Centring and shuttering including strutting,propping etc. and removal of Foundations, footings, bases of columns etc. for mass concrete form for. 69.6 M3 211.6

117 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Processing Shed (Covered) at SWM Plant

118 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m complete area 3 M2 1355.4

119 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or ooden or steel rammers and rolling every3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. All kinds of soil 136.08 M3 386.6

120 2.26 Filling available excavated earth(excludingrock) intrenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 107.12 M3 123.5

121 2.9.1 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . Moorum/Hard copra 76 M3 568.6

122 4.1.5 Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 4.536 M3 4420

123 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 12.656 M3 5677.2

124 5.33A.2.1 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 11.76 M3 5293.5

125 5.33.A.2.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 18.72 M3 5677.2

126 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate Ground Slab 38 M3 5677.2

127 5.11.7C Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Thermo-Mechanically Treated bars. (Fe 500 D or more) Upto Plinth Level Assuming steel @ 120 kg per cubic meter n Columns Assuming steel @ 110 kg per cubic meter In Beams Assuming steel @ 110 kg per cubic meter In Slab Assuming steel @ 100 kg per cubic meter 6592.8 Kg 90.8

128 6.1.14B Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 4.152 M3 4540.3

129 6.1.12C Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 75 Kg/CM2 (average compressive strength) in superstructure above plinth level up to floor 2 level including the cost of scaffolding : Cement mortar 1:4 (1 cement : 4 coarse sand) 16.72 M3 5116.3

130 10.2 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete. A Type Main Column (I section 300x140x7.7)@ 46.1kg/m 10nos. * 6m hight * 46.1 kg weight/m Top of the Truss (I section 300x140x7.7)@ 46.1kg/m 5nos. * 10m length * 46.1 kg weight/m 20% Extra of Truss Weight For Rafter Below Truss Beam 10% Extra of total Weight For Bolting, Belding, Plats etc. 9371.21 Kg 95.4

131 10.6.2 Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20mm thick M.S. laths with 1.20 mm thick top cover 12 M2 2533.2

132 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Side of shed (Rectangal Section 100x50x5)@ 6.75 kg/m 4nos. * 80m length * 6.75 kg weight/m Top of shed (Rectangal Section 100x50x3)@ 6.75 kg/m 10nos. * 30m length * 6.75 kg weight/m 10% Extra of total Weight For Bolting, Belding, Plats etc. 4603.5 Kg 123.9

133 12.5 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Roofing over the structure Side of the structure Triangular upper Portion Shutter deduction 1007 M2 625.1

134 12.6.1 Providing ridges or hips of width 60cm over all width plain GS sheet fixed with polymer coated J or L hooks bolts and nuts 8mm dia GI limpet and bitumen ashers complete. 0.80 mm thick with zinc coating not less than 275 grams per square meter 39 MT 599

135 12.9.1 Providing and fixing plain GS sheet gutter with iron brackets 40x3 mm size, bolts nuts and washers etc. including making necessary connections with rain water pipes complete. providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 grams per square meter 78 MT 577.4

136 152/12.51 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes.. 58.1 MT 201

137 13.19 18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge 192 M2 218.2

138 13.48.1 Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m. 192 M2 117.3

139 4.3.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Foundations, footings, bases of columns, etc, for mass concrete. Footing Bottom Footing Pedestral 33.6 M2 211.1

140 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers Longer Plinth Beam Shorter Plinth Beam 116.8 M2 437.5

141 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts Columns -A (0.6m x 0.4m) Below Ground Level Columns - A (0.6m x 0.4m) Above Ground Level 98 M2 494.4

142A By multiplying factor 5.36%on BCD items as per new GST Rule

142B Add 3% For Electrification and Plumbing Work

142C Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

143 Carriage of Materials

(i) Bricks- /000 936.04

(ii) Local Sand - M3 316.15

(iii) Stone Chips - M3 2206.38

(iv) K.Sand- M3 476.68

(v) Cement 0 MT 0

(vi) Steel 0 MT 0

(vii) Flaysh bricks /000 936.04

(viii) 7.5 designation brick /000 711.3

144 Add Diffrence of Cost

(ii) Cement 159.7845 MT 267.59

145 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

146 Segniorage Fee

Compost plant boundary

147 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. All kinds of soils 175.6915650278448 360.7

148 2.28 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils 17.5705538278448 281.4

149 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 285.20 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l 180.1329650163 283.3

150 6.1.12 /1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 123.83055381573675 5017.9

151 13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) 1412.74474595 152.9

152 13.75 Distempering with dry distemper of approved brand and manufacture (two or more coats ) and of required shade on new work , over and including priming coat of whiting to give an even shade. 1412.74474595 70.5

153 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) 90.5695353751552 4688.3

154 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. 220.02584639999998 211.6

155 5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts 350.6073141664 494.4

156 5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 95.21440569732 404.7

157 10.5.1 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.Using M.S. angle 40x40x6 mm for diagonal braces 37.16 3653

158 5.22.7B 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. 8151.258183763968 92.6

159 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. In gratings, frames, guard bar, ladders, railings, brackts.gates & similar works. 1776.6827500000002 114.6

160 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) 141.93155165000002 83.5

161 Carriage of materials

(i) Local Sand(lead 3km) M3 316.15

(ii) Coarse Sand(lead 48km) M3 476.68

(iii) Brick(lead 8km)+Bricks Bats /000 936.04

(iv) Stone Chips(lead 116km) MT 2206.38

(v) Disposal(3 km) MT 316.15

162 Difference of cost

163A ADD 6 % (0.0536) FOR GST

164 Signiorage Fee

Total Cost of Work :-

Grand Total Cost of Work :-

Name of work:- Cost estimate for "Establishment & commissioning of Material Recovery Facility (MRF) & Waste to Compost Plant.

(Landscaping Works)

SL NO BCD 2022 DESCRIPTION Unit Qty Rate Amount

1 2.1 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. sqm 6.97

Transcend area to proper levels by filling with earth or eath mixed with sludge or mix/ and manure before and after flooding trench with water , (excluding cost of imported eath, sludge or manure)

2 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 mSurface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

Total = sqm 13.55

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

Total = cum 287.3

4 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,

Total = sqm 283.3

5 16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1. Cement concrete prepared with batch mixing machine

Total = cum 5585.5

Civil Work Total

Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule) =

Name of work:- Cost estimate for "Establishment & commissioning of Waste to Compost Plant (W2C) (Windrow).

(Construction of Drainage System Inside Campus)

Sl No BCD Item Description Unit Qnty Rate Amount

1 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.

Drain 4 x x 1 x 0.9 =

Total = Cum 360.7

2 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :

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

Drain x x x 0.3 =

Total = Sqm 504.8

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

Base x x 1 x 0.1 =

Total = Cum 3434

4 5.22 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. kg 92.6

Thermo-Mechanically Treated bars TMTC-500-10mm dia.

Qty @ 75 kg/cumec of RCC work.

5 0.9 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

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

Drain base x x 0.6 x 0.2 =

Drain Wall 2 x x x 0.15 x 0.3 =

Total = cum 4688.3

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule) =

(Construction of Leachate Treatment Tank With Underground Reservoir)

SL NO BCD Item DESCRIPTION UNIT QTY. RATE AMOUNT

1 2.6.1 BCD Earth 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.. Cum 55.125 314.9 17358.8625

All kinds of soil

2 16.12.1 BCD Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : Sqm 20.909999999999997 504.8 10555.367999999999

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

3 4.1.5 BCD Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. Cum 3.1364999999999994 3434 10770.741

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

4 5.22.7B BCD Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. kg 1323 92.6 122509.79999999999

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Qty @ 90 kg/cumec of RCC work.

5 5.9.1 BCD Centering and shuttering including strutting, propping etc. and removal of form for : Sqm 3.2 211.6 677.12

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

6 5.9.2 BCD Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 56 375.1 21005.600000000002

7 5.9.3 BCD Suspended floors, roofs, landings, balconies and access platform Sqm 15.75 437.5 6890.625

9 5.1.2 BCD Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cum 14.700000000000001 4688.3 68918.01000000001

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

10 11.6.1 BCD Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. sqm 127.75 304.15 38855.1625

Inside Tank 1 2 4.5 3.5 = 31.5

Outside Tank 1 2 4.5 3.5 = 31.5

11 18.12.5 BCD Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work M 6 476.8 2860.8

40 mm dia nominal bore

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule) =

Detailed Estimate for Toilet Facitlity at SWM Plant

Sr. No. SOR Specifications of Item No. Length Width Depth/ Heigth Total quantity Unit Rate Amount

1 2.29.1 BCD Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m /100 sqm 1355.4 81.324

Total Surface Dressing 0.06

2 2.2.1 BCD Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. cum 360.7

All kinds of soil

Below Ground Slab 1 3 2 0 0

Below longer plinth beam 2 3 0.2 0 0

Below shorter plinth beam 2 2 0.2 0 0

Total Excavation 21.025

3 2.28 BCD Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3

Moorum/Hard copra

Below Ground Slab 1 3 2 0.15 0.8999999999999999

Below longer plinth beam 2 3 0.2 0 0

Below shorter plinth beam 2 2 0.2 0 0

Footing 4 1.45 1.45 0 0

Total Filling 0.9

4 2.26 BCD Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead cum 123.5 2341.56

Deduction for PCC in Footing -1 0.47 -0.47

Deduction for RCC in Footing -1 1.1 -1.1

Deduction for Column -1 0.5 -0.5

Total Filling 18.96

Cement Concrete

5 4.1.2 BCD Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) cum 4420.8

Reinforced Cement Concrete

6 5.33A.2.2 BCD 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. cum 5677.2 11808.576000000001

Total RCC in Footing 2.08

7 5.33A.2.1 BCD 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. cum 5293.5 6479.244

Columns - (0.2m x 0.3m) Below Ground Level 4 0.2 0.3 2.1 0.504

Columns - (0.2m x 0.3m) Above Ground Level 4 0.2 0.3 3 0.72

Total RCC in Columns 0.00000

8 5.33A.2.2 BCD Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete cum 5677.2 6926.183999999999

Longer Plinth Beam 2 3 0.2 0.3 0.36

Shorter Plinth Beam 2 2 0.2 0.3 0.24

Longer Roof Beam 2 3 0.2 0.3 0.36

Shorter Roof Beam 2 2 0.2 0.3 0.24

Longer Lintel on 200mm wall 2 3 0.2 0 0

Shorter Lintel on 200mm wall 2 2 0.2 0 0

Shorter Lintel on 100mm wall 1 2 0.1 0.1 0.020000000000000004

Total RCC in beams 1.22

9 5.33A.2.2 BCD 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 cum 5677.2 7153.272

Ground Slab 1 3 2 0.08 0.45

Roof Slab 1 3 2 0.13 0.75

Sun Shede Slab Over Door 1 1.2 0.3 0.08 0.03

Sun Shede Slab Over Ventilator 2 0.9 0.2 0.08 0.03

Total RCC in slab 1.26

10 5.22.7C BCD Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 90800 49486

Thermo Mechanically Treated bars

Upto Plinth Level Assuming steel @ 100 kg per cub meter 2.08 100 208 kg

In Columns Assuming steel @ 100 kg per cub meter 1.15 100 114.99999999999999 kg

In Beams Assuming steel @ 100 kg per cub meter 1.12 100 112.00000000000001 kg

In Slab Assuming steel @ 100 kg per cub meter 1.1 100 110.00000000000001 kg

Total Reinforcements in RCC 0.545 MT

11 6.1.14B BCD Brick work with bricks of class designation 100B in foundations and plinth , Cement mortar 1:6 (1 cement: 6 coarse sand ) cum 4540.3 908.0600000000001

Below longer plinth beam 2 3 0.2 0.1 0.12000000000000002

Below shorter plinth beam 2 1.6 0.2 0.1 0.08

Total full Brickwork under Plinth 0.2

12 6.1.12C BCD Brick work with fly ash bricks asper IS12894(2002)&IS3495 in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) cum 5116.3 24788.473500000004

Longer Wall In Super Structure 2 3 0.2 2.7 3.24

Shorter Wall In Super Structure 2 1.6 0.2 2.7 2.16

Ventilator V -2 0.75 0.2 0.45 -0.135

Total 8" Brickwork 4.845000000000001

13 6.18.4B+6.18B BCD Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding Cement Mortar 1 : 4 (1 cement : 4 coarse sand) sqm

4" Internal brickwork wall

Longer Wall In Super Structure 1 2 3 6

Total 4" Internal brickwork wall 6

Wood Work & P.V.C. Works

14 9.124 BCD Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile.The styles & rails shall be of size75mmx30 mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge sideof the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33mmx17mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding(pushfit type) will be set inside the styles and the rails with acavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tappings crews. Single piece extruded solid PVC lock rail of size 100mmx 30mm with wall thickness 5mm & 15mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVCsolventcement & self driven self tappingscrewsof size100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge. sqm 2898.9 10957.842

Total PVC Sheet 3.7800000000000002

15 10.13+10.13C BCD providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. sqm 3444.2000000000003 2324.8350000000005

Ventilator V 2 0.75 0.45 0.675

Total steel 0.675

16 11.21.1.1 BCD Providing and fixing 10mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding,and joints filled with acid and/oralkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge. sqm 1295.7 33144.006

Acid and alkali resistant tile.

Toilet Flooring 1 2.6 1.6 4.16

Toilet side Wall 2 5.5 2.1 23.1

17 13.11.2 BCD 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) sqm 152.9 6678.6720000000005

Inner Roof Slab 1 3 2 6

inner short wall 4 2 3 24

inner longer wall 2 3 3 18

Door deduction -1 0.8 2.4 -1.92

Door Deduction -1 1 2.4 -2.4

Total of Internal plaster 43.68

18 13.19 BCD 18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge sqm 218.2 6529.635

Outer Side Wall 1 10 3.3 33

Door opening -1 1 2.4 -2.4

Ventilator V -2 0.75 0.45 -0.675

Total of External plaster 29.925

19 13.48.1 BCD Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. sqm 117.3 8775.50625

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

Total Qty of paint 74.8125

20 4.3.1 BCD Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc, for mass concrete. sqm 211.1 2989.176

Footing Bottom 4 4.2 0.15 2.52

Footing Pedestral 4 3.4 0.15 2.04

Column Upto Plith Level 4 1 2.4 9.6

Total sides of the footings 14.16

21 5.9.3 BCD Suspended floors, roofs, landings, balconies and access platform. sqm 437.5 2782.5

Below Roof Slab 1 3 2 6

Total Formwork in Roof Slab 6.36

22 5.9.5 BCD Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers sqm 437.5 6300

Longer Plinth Beam 2 3 0.6 3.5999999999999996

Shorter Plinth Beam 2 2 0.6 2.4

Longer Roof Beam 2 3 0.6 3.5999999999999996

Shorter Roof Beam 2 2 0.6 2.4

Total Formwork in Beam 14.4

23 5.9.6 BCD Columns, Pillars, Piers, Abutments, Posts, Struts sqm 494.4 5932.799999999999

Columns - (0.2m x 0.3m) Above Ground Level 4 1 3 12

Total Formwork in Columns 12

Building Water Supply

24 18.48 BCD Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. Liter 9.7 4850

Water Storage Tank On Roof Slab

Water Storage Tank On Roof Slab 1 500 500

Total Water Storage Tank 500

Sanitary Installation

25 17.3.1 BCD 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, 40mm flush bend, over flow 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 5504.3 5504.3

W.C. pan with ISI marked white solid plastic seat and lid

Total W.C. Pan 1

26 17.4.1 BCD Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm 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 3723.2 7446.4

One urinal basin with 5 litre white P.V.C. automatic flushing cistern

Urinal Basin 2 2

27 17.25.6 BCD Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm. Each 1651.3 1651.3

Total Wash Basin 1

Add 10% for electric and Plumbing work

For 2 nos. of toilet block

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule)

Detailed Etimate of Office Building

Sr. No. SOR Specifications of Item No. Length Width Depth/ Heigth Total quantity Unit Rate Amount

1 2.29.1 BCD Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m /100 sqm 1355.21 294.89369600000003

Total Surface Dressing 0.21760000000000002

2 2.2.1 BCD Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. cum 360.7

Below longer plingth beam 2 6.4 0.2 0.3 0.768

Below shorter plinth beam 3 3 0.2 0.3 0.54

Total Excavation 42.417

3 2.9.1 BCD Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3

Moorum/Hard copra

Below Ground Slab 1 6.4 3.4 0.3 6.5280000000000005

Below longer plingth beam 2 6.4 0.2 0.2 0.5120000000000001

Below shorter plinth beam 3 3 0.2 0.2 0.3600000000000001

Total Filling 9.923000000000002

4 2.26 BCD Filling available excavated earth(excludingrock) intrenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead cum 123.5 4553.383249999999

Deduction for PCC in Footing -1 0.94 -0.94

Deduction for RCC in Footing -1 3.06 -3.06

Deduction for Column -1 0.76 -0.76

Total Filling 36.869499999999995

Cement Concrete

5 4.1.2 BCD Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) cum 4420.8

Footing type 6 1.25 1.25 0.1 0.9375

Total PCC 0.9375

Reinforced Cement Concrete

6 5.33A.2.2 BCD 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. cum 5677.2 17355.2004

Type Footing Bottom 6 1.05 1.05 0.2 1.3230000000000002

Total RCC in Footing 3.0570000000000004

7 5.33A.2.1 BCD 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. cum 5293.5 10290.564

Columns - (0.2m x 0.3m) Below Ground Level 6 0.2 0.3 2.1 0.756

Columns - (0.2m x 0.3m) Above Ground Level 6 0.2 0.3 3.3 1.188

Total RCC in Columns 1.944

8 5.33A.2.2 BCD Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete cum 5677.2 17270.042400000002

Longer Plinth Beam 2 6.4 0.2 0.3 0.768

Shorter Plinth Beam 3 3 0.2 0.3 0.54

Longer Roof Beam 2 6.4 0.2 0.3 0.768

Shorter Roof Beam 3 3 0.2 0.3 0.54

Longer Lintel on 200mm wall 2 6.4 0.2 0.1 0.25600000000000006

Shorter Lintel on 200mm wall 2 3 0.2 0.1 0.12000000000000002

Shorter Lintel on 100mm wall 1 3 0.1 0.1 0.030000000000000006

Total RCC in beams 3.0420000000000003

9 5.33A.2.2 BCD Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete cum 5677.2 40790.68199999999

Sun Shede Slab Over Door 1 1.2 0.3 0.1 0.036

Sun Shede Slab Over Window 1 1.7 0.3 0.1 0.051

Sun Shede Slab Over Ventilator 2 0.9 0.2 0.1 0.03600000000000001

Total RCC in slab 7.185

10 5.22.7C BCD Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. kg 90.8 152876.328

Thermo-Mechanically Treated bars. (Fe 500 D or more)

Upto Plinth Level Assuming steel @ 120 kg per cubic meter 3.0570000000000004 120 366.84000000000003

In Columns Assuming steel @ 120 kg per cubic meter 1.944 120 233.28

In Beams Assuming steel @ 120 kg per cubic meter 3.0420000000000003 120 365.04

In Slab Assuming steel @ 100 kg per cubic meter 7.185 100 718.5

Total Reinforcements in RCC 1683.66

11 6.1.14B BCD Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) cum 4540.3 1979.5708000000006

Below longer plinth beam 2 6.4 0.2 0.1 0.25600000000000006

Below shorter plinth beam 3 3 0.2 0.1 0.18000000000000005

Total full Brickwork under Plinth 0.4360000000000001

12 6.1.12C BCD Brick work with fly ash bricks asper IS12894(2002)& IS3495 in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) cum 5116.3 52129.980700000015

Cement mortar 1:4 (1 cement : 4 coarse sand)

Longer Wall In Super Structure 2 6.4 0.2 2.75 7.040000000000001

Shorter Wall In Super Structure 2 3 0.2 2.75 3.3000000000000003

Ventilator V -2 0.75 0.2 0.45 -0.135

Total 8" Brickwork 10.189000000000002

13 6.18.4B+6.18B BCD Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding sqm

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

4" Internal brickwork wall

Longer Wall In Super Structure 1 3 2.75 8.25

Shorter Wall In Super Structure 1 2 2.75 5.5

Total 4" Internal brickwork wall 8.95

Wood Work & P.V.C. Works

14 9.1.2 BCD Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). cum 95670.7 14982.031619999998

Total frames of doors 0.1566

15 9.7.1 BCD Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: sqm 2569.6 18501.12

Second class teak wood

Total shutters for doors 7.199999999999999

16 10.13 BCD providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. sqm 3038.9 7521.277499999999

Ventilator V 2 0.75 0.45 0.675

Total steel 2.4749999999999996

Flooring and wall tiles

17 11.21.1.1 BCD Providing and fixing 10 mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and / or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). sqm 1295.7 65510.592000000004

Flooring 1 6.4 3.4 21.76

Toilet side Wall and wash basin area 2 7 2.4 33.6

18 12.79.2.2 BCD 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. rmt 374.6 2472.36

110 mm pipe Rain Water Pipe Roof To Ground Level 2 3.3 6.6

Total Rain Water Pipe 6.6

19 13.11.2 BCD 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) sqm 152.9 14687.696320000001

Inner Roof Slab 1 6.4 3.4 21.76

Inner Side Wall 200mm wall 1 18 3 54

Inner Side Wall 100mm wall 2 3 3 18

Partition wall 2 2 3 12

Ventilator -2 0.76 0.46 -0.6992

Total of Internal plaster 96.0608

20 13.12.2 BCD 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 ( 1 cement: 4 fine sand) sqm 176.4 10983.546

Outer Side Wall 1 19.6 3.3 64.68

Sun Shed Bootom & Top

Window W 2 1.7 0.3 1.02

Ventilator V -2 0.75 0.45 -0.675

Total of External plaster 62.265

21 13.79.1 BCD Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade sqm 81.2 5056.3240000000005

Total Qty of External Plaster 62.27

22 13.80A.2 BCD 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. sqm 105.4 16687.982000000004

Total Qty of Internal and External putty over Plaster 158.33

23 13.48.1 BCD Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. sqm 117.3 18572.109

Total Qty of Internal and External Plaster 158.33

24 4.3.1 BCD Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc, for mass concrete. sqm 211.1 5826.360000000001

For Footing Type

Footing Bottom 6 4.2 0.2 5.040000000000001

Footing Pedestral 6 3.4 0.4 8.16

Column Upto Plith Level 6 1 2.4 14.399999999999999

Total sides of the footings 27.6

25 5.9.3 BCD Suspended floors, roofs, landings, balconies and access platform. sqm 437.5 11458.125

Below Roof Slab 1 6.4 3.9 24.96

Sun Shed Bootom & Top 0

Window W 1 1.7 0.3 0.51

Total Formwork in Roof Slab 26.19

26 5.9.5 BCD Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers sqm 437.5 8348

Longer Plinth Beam 2 6.4 0.6 7.68

Shorter Plinth Beam 3 3 0.6 5.4

Longer Roof Beam 2 6.4 0.6 7.68

Shorter Roof Beam 3 3 0.6 5.4

Total Formwork in Beam 30.92

27 5.9.6 BCD Columns, Pillars, Piers, Abutments, Posts, Struts sqm 494.4 8899.199999999999

Columns - (0.2m x 0.3m) Abobe Ground Level 6 1 3 18

Total Formwork in Columns 18

Building Water Supply

28 18.48 BCD Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. Liter 9.7 9700

Water Storage Tank On Roof Slab 1 1000 1000

Total Water Storage Tank 1000

Sanitary Installation

29 17.3.1 BCD 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, 40mm flush bend, over flow 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 5504.3 5504.3

W.C. pan with ISI marked white solid plastic seat and lid

Total W.C. Pan 1

30 17.4.1 BCD Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm 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 3723.2 3723.2

One urinal basin with 5 litre white P.V.C. automaticflushing cistern

Urinal Basin 1 1

31 17.25.6 BCD Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm. Each 1651.3 1651.3

Surgeon type wash basin of size 660x460mm.

Total Wash Basin 1

Add 15% for Electrification and Plumbing Work (Item and Fitting Charge)

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule)

Detailed Estimate for Construction of 100 mm x 90 mTube well

Rates are based on SOR

Sl. No. S.O.R Description of Item Qty Unit Rate Amount

1 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.

24.1.1.1 All types of soil - 300 mm dia. 90 Meter 486.8

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.

24.3.1 100 mm nominal size dia 78 Meter 546.1

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.

24.4.1 100 mm nominal size dia 12 Meter 573.1

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-in-charge. 0.0 cum 1343.2

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. 3 hour 916.8

24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 150 mm dia 1 each 210.7

24.14.1 Providing and fixing 100 mm dia 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. 1 each 1448.4

24.15.1 Providing and fixing 100 mm dia Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 1 each 228.3

Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I 1 Each 26446

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule)

Name of work:- Cost estimate for "Establishment & commissioning of Material Recovery Facility (MRF) & Waste to Compost Plant.

(Construction of Leachate Treatment Tank With Underground Reservoir)

SL NO BCD Item DESCRIPTION UNIT QTY. RATE AMOUNT

1 2.6 2.6.1 Earth 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.. Cum 314.9

All kinds of soil

2 16.12 16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : Sqm 504

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

Tank 1 x 5.1 x 4.1 =

3 4.1 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 3434

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

4 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. kg 92.6

5.22.7B Thermo-Mechanically Treated bars of grade Fe-500D or more.

Qty @ 90 kg/cumec of RCC work.

5 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Sqm 211.6

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

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 375.1

RCC wall 1 x 2 x 4.5 x 3.5 =

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 437.5

6 0.9 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

RCC wall 2 x 1 x 4.5 x 3.5 x 0.15 =

7 11.6 11.6.1 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. sqm 304.15

Inside Tank 1 x 2 x 4.5 x 3.5 =

Outside Tank 1 x 2 x 4.5 x 3.5 =

8 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work

18.12.5 40 mm dia nominal bore

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule) =

CONATRUCTION OF SEPTIC TANK

Sr. No. SOR no./sr.no. Specifications of Item No. Length Width Depth/ Heigth Total quantity Unit Rate Amount

1 2.8.1 BCD 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 360.7

All kinds of soil

Excavation for septic tank 1 3.6 2.4 1.75

Total Excavation

2 2.28 BCD Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3

Filling Septic tank 1 3.6 2.4 0.2

for soak pit 1 3.14 0.2

Cement Concrete

3 4.1.2 BCD Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level cum 4420.8

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

PCC For Tank 1 3.6 2.4 0.08

Reinforced Cement Concrete

4 5.33A.2.2 BCD 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. cum 5677.2

RCC For Tank Bottom Slab 1 3.6 2.4 0.15

Top slab 1 3.6 2.4 0.1

5 5.22.7C BCD Reinforcement forR.C.C.work including straightening, cutting, bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. kg 90.8

Thermo-Mechanically Treated bars. (Fe 500 D or more)

Upto Plinth Level Assuming steel @ 60 kg per cubic meter 3.74 60

Total Reinforcements in RCC

6 6.1.12C BCD Brick work with fly ash bricks asper IS12894(2002)&IS3495 in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) Cum 5116.3

Cement mortar 1:4 (1 cement : 4 coarse sand)

7 6.18.4B+6.19B BCD Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding Sqm

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

FOR PARTITIONS WALL 1 2 0.0

8 13.11.2 BCD 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) sqm 152.9

For outer wall 1 12 1.3

Partition wall 2 2 0.7

Total of Internal & Outer plaster

9 5.9.3 BCD Suspended floors, roofs, landings, balconies and access platform. sqm 437.5

top slab 1 3.6 2.4

RAINWATER HARVESTING, RECYCLE AND REUSE OF WASTE WATER

10 20.1(MP SOR) Excavation for 110mm 1 6

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule) Rs.

Cost of Plant Machinery and Equipment at SWM Plant

S. NO. Reference Particular DESCRIPTION AMOUNT

1 As per GEM Portal (lumpsum) Weigh bridge Weigh Controller, Load Cells,Platform,Large Size LED Display,PC,Printer,UPS, , Model approval ,Verification Stamping from legal metrology Dept ,Ramp. Capacity of Load Cell in Tonnes-30Ton, No of Load Cell in the weigh bridge system-4, Type of Load Cell-Double ended Shear Beam Load Cell, Accuracy Class of weigh bridge-Class III. 850000

Wet Waste Processing Machines

3 As per GEM Portal (lumpsum) Trommel (35mm) Vibro Screen 1 nos. for screening with capacity 2 TPH. of with manual loading and with Bagging System with Hopper, Conveyor, screening including related civil works, electrification complete. 1100000

3 As per GEM Portal (lumpsum) Trommel (6mm) Vibro Screen 1 Nos. for screening of 5 TPD waste with capacity 1 TPH of diameter 1.5 m and length 6m. With conveyor for feeder and reject. 600000

4 As Per CPHEEO Baler Machine Single Cylinder Double Chamber 450000

5 As Per CPHEEO Windrow turner** Rate and capacity to be decided as per actual demand 2600000

5 As per GEM Portal (lumpsum) Double Wheel Barrow 4 nos 15000

Total Machinery Cost

CONSTUCTION OF PCC ROAD

Block :- Rajgir Dist-Nalanda

Details Estimate of Construciton of INTERNAL ROAD

SOR 2022 LENGTH 2*(57+30) M

WIDTH 5 M AV pcc road

1/2.2.1 Earth work in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth , breaking clods watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks , marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

X 7 av 0.45 av = M3

16.3.10 Supplying and stacking at site

2/2.28 Supplying and Filling in plinth with local sand and under floorsincluding, watering, ramming consolidating and dressing complete. {S.O.R BCD item no. 2.28}

X av 0.2 av = M3

3/11.72 Providing designation 100 A one brick on flate soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

4/16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1. Cement concrete prepared with batch mixing machine

5/5.9.1 Centring and shuttering including strutting,propping etc. and removal of Foundations, footings, bases of columns etc. for mass concrete form for.

Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Civil works Estimate for Processing Shed (Covered) at SWM Plant

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Sr. No. Specifications of Item SOR 2022 No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 2.29.1

complete area 1 10 30 300

Total Surface Dressing 3 /100 sqm 1355.4 4066.2000000000003

0.9 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or ooden or steel rammers and rolling every3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 2.2.1

1.2.1 All kinds of soil

Below ground level of slab 1 10 38 0 0

Below longer plinth beam 2 38 0.3 0 0

Below shorter plinth beam 7 10 0.3 0 0

Footing type A 14 1.8 1.8 3 136.08

Footing type B 0 1.4 1.4 3 0

Footing type C 0 1.2 1.2 3 0

Total Excavation 136.08 cu.mt. 386.6 52608.528000000006

0.0 Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 2.26

Footing type A 14 1.8 1.8 3 136.08

Footing type B 0 1.4 1.4 3 0

Footing type C 0 1.2 1.2 3 0

Deduction for PCC in Footing -1 4.54 -4.54

Deduction for RCC in Footing -1 12.66 -12.66

Deduction for Column -1 11.76 -11.76

0.9 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . 2.9

Moorum/Hard copra 2.9.1

Below plinth slab of Shed 1 10 38 0.2 76

Total Filling 76 cu.mt. 568.6 43213.6

0.0 Cement Concrete

0.0 Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. 4.1.5

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

0.0 Reinforced Cement Concrete

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.2

For Footing Type A

Footing Pedestral 14 1.4 1.4 0.2 5.4879999999999995

Total RCC in Footing 12.656000000000002 cu.mt. 5677.2 71850.6432

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.1

A Columns - Below Ground Level 14 0.6 0.4 2.5 8.4

A Columns - Above Ground Level 14 0.6 0.4 1 3.36

Total RCC in Columns 11.76 cu.mt. 5293.5 62251.56

0.9 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concreteof 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.A.2.2

Longer Plinth Beam 2 38 0.3 0.4 9.12

Shorter Plinth Beam 7 10 0.3 0.4 8.4

Total RCC in beams 18.72 cu.mt. 5677.2 106277.184

0.9 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate 5.33A.2.2

Ground Slab 1 10 38 0.1 38

Total RCC in slab 38 cu.mt. 5677.2 215733.6

0.0 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 5.11

Thermo-Mechanically Treated bars. (Fe 500 D or more) 5.11.7C

Upto Plinth Level Assuming steel @ 120 kg per cubic meter 9.04 120 1084.8 kg

In Columns Assuming steel @ 110 kg per cubic meter 8.4 110 924 kg

In Beams Assuming steel @ 110 kg per cubic meter 14.4 110 1584 kg

In Slab Assuming steel @ 100 kg per cubic meter 30 100 3000 kg

Total Reinforcements in RCC 6592.8 kg 90.8 598626.24

0.9 Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 6.1.14B

Below longer plinth beam 2 30 0.3 0.1 1.7999999999999998

Below shorter plinth beam 7 10 0.3 0.1 2.1

deduction for column 14 0.6 0.3 0.1 0.252

Total full Brickwork under Plinth 4.152 cu.mt. 4540.3 18851.3256

0.0 Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 75 Kg/CM2 (average compressive strength) in superstructure above plinth level up to floor 2 level including the cost of scaffolding : 6.1.12

Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.12C

deduction for column -14 0.6 0.2 1 -1.68

Deduction for opening in front side -1 4 0.2 1 -0.8

0.9 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete. 10.2

A Type Main Column (I section 300x140x7.7)@ 46.1kg/m

Top of the Truss (I section 300x140x7.7)@ 46.1kg/m

5nos. * 10m length * 46.1 kg weight/m 7 10 46.1 3227

20% Extra of Truss Weight For Rafter Below Truss Beam 1419.88

Total weight 8519.28

10% Extra of total Weight For Bolting, Belding, Plats etc. 0.2

0.0 Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

80x1.20mm thick M.S. laths with 1.20 mm thick top cover 10.6.2

Total area of Rolling shutters 1 4 3 12 sq.mt. 2533.2 30398.399999999998

0.9 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 10.16.1

Hot finished welded type tubes

Side of shed (Rectangal Section 100x50x5)@ 6.75 kg/m

4nos. * 80m length * 6.75 kg weight/m 4 80 6.75 2160

Top of shed (Rectangal Section 100x50x3)@ 6.75 kg/m

10nos. * 30m length * 6.75 kg weight/m 10 30 6.75 2025

Total Weigth 4185

10% Extra of total Weight For Bolting, Belding, Plats etc. 418.5

Total Weight of tubular trusses 4603.5 kg. 123.9 570373.65

0.9 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.5

Roofing over the structure 1 11 39 429

Side of the structure 1 96 6 576

Triangular upper Portion 1 10 1 10

Shutter deduction -1 4 2 -8

Total area of galvanised iron profile sheets 1007 sqm 625.1 629475.7000000001

0.0 Providing ridges or hips of width 60cm over all width plain GS sheet fixed with polymer coated J or L hooks bolts and nuts 8mm dia GI limpet and bitumen ashers complete. 12.6

0.80 mm thick with zinc coating not less than 275 grams per square meter 12.6.1

Total Ridge Top of the Structure 1 39 39 rmt 599 23361

0.9 Providing and fixing plain GS sheet gutter with iron brackets 40x3 mm size, bolts nuts and washers etc. including making necessary connections with rain water pipes complete. 12

providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete. 12.9

0.80 mm thick with zinc coating not less than 275 grams per square meter 143 / 12.7.1.1

Total GS sheet gutter Both side of structure 2 39 rmt 577.4

0.0 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes.. 152 / 12.51

Total Rain Water Pipe 7 0.0 rmt 201

0.9 18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge 13.19

Total Area of External plaster 2 96 1 sq.mt. 218.2

0.0 Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 13.48

Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m. 13.48.1

Total Paint area sq.mt. 117.3

0.9 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 4.3

Foundations, footings, bases of columns, etc, for mass concrete. 4.3.1

For Footing Type A

Footing Bottom 14 6.4 0.2

Footing Pedestral 14 5.6 0.2

Total sides of the footings sq.mt. 211.1

0.9 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 5.9.5

Longer Plinth Beam 2 38 0.8

Shorter Plinth Beam 7 10 0.8

Total Formwork in Beam sq.mt. 437.5

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

Columns -A (0.6m x 0.4m) Below Ground Level 14 2 2.5

Columns - A (0.6m x 0.4m) Above Ground Level 14 2 1

Total Formwork in Columns sq.mt. 494.4

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule)

Add 3% for Electrification and Plumbing Work

Estimate of Road Development at SWM Plant Road Estimate No. A-12

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Sr. No. Specifications of Item RCD SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 SITE CLEARANCE

0.0 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. U 2.03

In area of light jungle

Total Clearing and grubbing Hectare 179690.6

0.0 Earthwork, Erosion Control and Drainage

0.0 Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. 3.03

0.0 Sub Bases, Bases (Non-Bituminous) And Sholuders

0.0 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. 4.01

Rate per cum for grading-I Material 4.01A 2 5 0.2 cu.mt.

Total Construction of GSB for Road cu.mt. 1474.4

0.0 Cement Concrete Pavements

0.9 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing 6.01

Total DLC for Road cu.mt. 2930.9

0.0 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design mix,possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 6.02

Cement concrete prepared with batch mixing machine 2 0.0 0.2

Total PQC for Road 1 cu.mt. 5917.5

0.0 SUPPLY OF MATERIAL

0.9 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. 3.16

Moorum Required cu.mt. 212.6

Cost of Plant Machinery and Equipment at SWM Plant Estimate No. - A-14

S.NO. Reference Particular DESCRIPTION AMOUNT

1 As per GEM Portal (lumpsum) Weigh bridge Weigh Controller, Load Cells,Platform,Large Size LED Display,PC,Printer,UPS, , Model approval ,Verification Stamping from legal metrology Dept ,Ramp. Capacity of Load Cell in Tonnes-30Ton, No of Load Cell in the weigh bridge system-4, Type of Load Cell-Double ended Shear Beam Load Cell, Accuracy Class of weigh bridge-Class III. 850000

Wet Waste Processing Machines

3 As per GEM Portal (lumpsum) Trommel (6mm) Vibro Screen 1 nos. for screening with capacity 2 TPH. of with manual loading and with Bagging System with Hopper, Conveyor, screening including related civil works, electrification complete. 600000

4 As Per CPHEEO Baler Machine Single Cylinder Double Chamber 450000

5 As Per CPHEEO Windrow turner Rate and capacity to be decided as per actual demand

5 As per GEM Portal (lumpsum) Double Wheel Barrow 4 nos 15000

Total Machinery Cost

Cost of Plant Machinery and Equipment at SWM Plant

S. NO. Reference Particular DESCRIPTION AMOUNT

1 As per GEM Portal (lumpsum) Weigh bridge Weigh Controller, Load Cells,Platform,Large Size LED Display,PC,Printer,UPS, Model approval ,Verification Stamping from legal metrology Dept ,Ramp. Capacity of Load Cell in Tonnes-30Ton, No of Load Cell in the weigh bridge system-4, Type of Load Cell-Double ended Shear Beam Load Cell, Accuracy Class of weigh bridge-Class III. 850000

Dry Waste Processing Machines

2 As per GEM Portal (lumpsum) Shhreder Shhreder Machine(5 TPH Capacity) 1 Nos. 700000

Waste Sorting 3 Nos waste sorting Machine with platform, complete. 375000

Trommel (35 mm) 1 Nos. for screening of 5 TPD waste with capacity 1 TPH of diameter 1.5 m and length 6m. With conveyor for feeder and reject. 1100000

Wet Waste Processing Machines

3 As per GEM Portal (lumpsum) Trommel (6mm) Vibro Screen 1 nos. for screening with capacity 2 TPH. of with manual loading and with Bagging System with Hopper, Conveyor, screening including related civil works, electrification complete. 600000

4 As Per CPHEEO Baler Machine Single Cylinder Double Chamber 450000

5 As per GEM Portal (lumpsum) Double Wheel Barrow 4 nos 15000

Total Machinery Cost

Civil works Estimate for Toilet Facitlity at SWM Plant Estimate A-1

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Sr. No. SOR page no./sr.no. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 1 Earth Work

0.0 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 2.29.1

Total Surface Dressing /100 sqm 1355.4

0.9 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 2.2.1

All kinds of soil

Below Ground Slab 1 3 2 0

Below longer plinth beam 2 3 0.2 0

Below shorter plinth beam 2 2 0.2 0

Footing 4 1.45 1.45 2.5

Total Excavation cu.mt. 386.6

0.0 2.9 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . 2.9

2.9.1 Moorum/Hard copra 2.9.1

Below Ground Slab 1 3 2 0.15

Below longer plinth beam 2 3 0.2 0

Below shorter plinth beam 2 2 0.2 0

Footing 4 1.45 1.45 0

Total Filling 0.9 cu.mt. 568.6

0.9 2.26 Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 2.26

Footing 4 1.45 1.45 2.5

Deduction for PCC in Footing -1 0.47 -0.47

Deduction for RCC in Footing -1 1.1 -1.1

Deduction for Column -1 0.5 -0.5

Total Filling 18.96 cu.mt. 123.5

0.0 Cement Concrete

0.0 34 / 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 34 / 4.1

34 / 4.1.2 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 34 / 4.1.2

Total PCC 0.47 cu.mt. 4420.8

0.0 Reinforced Cement Concrete

0.0 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.2

Footing Bottom 4 1.05 1.05 0.2

Footing Top 4 0.68 0.7 0.63

Total RCC in Footing 2.08 cu.mt. 5677.2

0.0 5.33A.2.1 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.1

Columns - (0.2m x 0.3m) Below Ground Level 4 0.2 0.3 2.1

Columns - (0.2m x 0.3m) Above Ground Level 4 0.2 0.3 3

Total RCC in Columns cu.mt. 5293.5

0.9 5.33A.2.2 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof 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.2.2

Longer Plinth Beam 2 3 0.2 0.3

Shorter Plinth Beam 2 2 0.2 0.3

Longer Roof Beam 2 3 0.2 0.3

Shorter Roof Beam 2 2 0.2 0.3

Longer Lintel on 200mm wall 2 3 0.2 0

Shorter Lintel on 200mm wall 2 2 0.2 0

Shorter Lintel on 100mm wall 1 2 0.1 0.1

Total RCC in beams cu.mt. 5677.2

0.9 5.33A.2.2 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.2.2

Ground Slab 1 3 2 0.08 0.45

Roof Slab 1 3 2 0.13 0.75

Sun Shede Slab Over Door 1 1.2 0.3 0.08 0.03

Sun Shede Slab Over Ventilator 2 0.9 0.2 0.08 0.03

Total RCC in slab cu.mt. 5677.2

0.0 5.22.7 Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 5.22.7

5.22.7C Thermo Mechanically Treated bars 5.22.7C

Upto Plinth Level Assuming steel @ 100 kg per cub meter 2.08 100 kg

In Columns Assuming steel @ 100 kg per cub meter 1.15 100 kg

In Beams Assuming steel @ 100 kg per cub meter 1.12 100 kg

In Slab Assuming steel @ 100 kg per cub meter 1.1 100 kg

Total Reinforcements in RCC MT 90800

0.9 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 6.1.14A

Below longer plinth beam 2 3 0.2 0.1

Below shorter plinth beam 2 1.6 0.2 0.1 0.08

Total full Brickwork under Plinth cu.mt. 4819.92

0.0 6.1.12C Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 6.1.12C

Cement mortar 1:4 (1 cement : 4 coarse sand)

Longer Wall In Super Structure 2 3 0.2 2.7

Shorter Wall In Super Structure 2 1.6 0.2 2.7 2.16

Ventilator V -2 0.75 0.2 0.45

Total 8" Brickwork cu.mt. 5116.3

0.9 6.18.4B+6.18B Half Brick masonry with brick of class designation 100Ain super structure above plinth level upto floor 2 level including the cost of scaffolding 6.18.4B+6.18B

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

4" Internal brickwork wall

Longer Wall In Super Structure 1 2 3

Total 4" Internal brickwork wall sq.mt.

0.0 Wood Work & P.V.C. Works

0.9 9.124 Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile.The styles & rails shall be of size75mmx30 mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge sideof the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33mmx17mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding(pushfit type) will be set inside the styles and the rails with acavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tappings crews. Single piece extruded solid PVC lock rail of size 100mmx 30mm with wall thickness 5mm & 15mm integrally extruded in the middle of the lock rail & fixed with styles with the help ofPVCsolventcement&selfdrivenself tappingscrewsof size100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge. 9.124

Door D1 1 1 2.1

Total PVC Sheet sq.mt. 2898.9

0.9 10.13+10.13C providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 10.13+10.13C

Ventilator V 2 0.75 0.45

Total steel sq.mt.

0.9 Providing and fixing 10mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding,and joints filled with acid and/oralkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.

11.21.1.1 Acid and alkali resistant tile. 11.21.1.1

Toilet Flooring 1 2.6 1.6

Toilet side Wall 2 5.5 2.1

0.9 13.11.2 12 mm cement plaster of mix 13.11.2

13.11.2 1:4 ( 1 cement: 4 fine sand) 13.11.2

Inner Roof Slab 1 3 2

inner short wall 4 2 3

inner longer wall 2 3 3

Door deduction -1 0.8 2.4

Door Deduction -1 1 2.4

Total of Internal plaster sq.mt. 152.9

0.9 13.19 18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:6(1 cement: 6 coarse sand finiished rough with sponge 13.19

Outer Side Wall 1 10 3.3

Door opening -1 1 2.4

Ventilator V -2 0.75 0.45

Total of External plaster sq.mt. 218.2

0.0 13.48.1 Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 13.48.1

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

Total Qty of paint sq.mt. 117.3

0.9 4.3.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 4.3.1

4.3.1 Foundations, footings, bases of columns, etc, for mass concrete. 4.3.1

Footing Bottom 4 4.2 0.15

Footing Pedestral 4 3.4 0.15

Column Upto Plith Level 4 1 2.4

Total sides of the footings sq.mt. 211.1

0.9 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 5.9.3

Below Roof Slab 1 3 2

Ventilator V 2 0.9 0.2

Total Formwork in Roof Slab sq.mt. 437.5

0.0 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 5.9.5

Longer Plinth Beam 2 3 0.6

Shorter Plinth Beam 2 2 0.6

Longer Roof Beam 2 3 0.6

Shorter Roof Beam 2 2 0.6

Lintel 1 12 0.2

Total Formwork in Beam sq.mt. 437.5

0.0 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 5.9.6

Columns - (0.2m x 0.3m) Above Ground Level 4 1 3

Total Formwork in Columns sq.mt. 494.4

0.0 Building Water Supply

0.9 18.48 Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. 18.48

Water Storage Tank On Roof Slab

Water Storage Tank On Roof Slab 1 500

Total Water Storage Tank Liter 9.7

0.0 Sanitary Installation

0.9 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, 40mm flush bend, over flow 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 : 17.3.1

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid 17.3.1

Total W.C. Pan Each 5504.3

0.9 17.4 Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm 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 : 17.4

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 17.4.1

0.0 17.25.6 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm. 17.25.6

Total Wash Basin Each 1651.3

Add 10% for electric and Plumbing work

For 2 nos. of toilet block

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule)

Civil works Estimate for Office Building at SWM Plant Estimate A-2

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Estimate prepared as per BCD SOR 2022

Sr. No. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 2.29.1

Total Surface Dressing /100 sqm 1355.21

0.9 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 2.2.1

Below Ground Slab 1 6.4 3.4 0.15

Below longer plingth beam 2 6.4 0.2 0.3

Below shorter plinth beam 3 3 0.2 0.3

Footing 6 1.45 1.45 3

Total Excavation cu.mt. 386.6

0.0 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . 2.9

Moorum/Hard copra 2.9.1

Below Ground Slab 1 6.4 3.4 0.3

Below longer plingth beam 2 6.4 0.2 0.2

Below shorter plinth beam 3 3 0.2 0.2

Footing 6 1.45 1.45 0.2

Total Filling cu.mt. 568.6

0.9 Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 2.26

Footing type 6 1.45 1.45 3.3

Deduction for PCC in Footing -1 0.94

Deduction for RCC in Footing -1 3.06

Deduction for Column -1 0.76

Total Filling cu.mt. 123.5

0.0 Cement Concrete

0.0 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 4.1.2

2.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 4.1.2

Footing type 6 1.25 1.25 0.1

Total PCC cu.mt. 4420

0.0 Reinforced Cement Concrete

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.2

Type Footing Bottom 6 1.05 1.05 0.2

Type Footing top 6 0.85 0.85 0.4

Total RCC in Footing cu.mt. 5677.2

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.1

Columns - (0.2m x 0.3m) Below Ground Level 6 0.2 0.3 2.1

Columns - (0.2m x 0.3m) Above Ground Level 6 0.2 0.3 3.3

Total RCC in Columns cu.mt. 5293.5

0.9 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof 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.2.2

Longer Plinth Beam 2 6.4 0.2 0.3

Shorter Plinth Beam 3 3 0.2 0.3

Longer Roof Beam 2 6.4 0.2 0.3

Shorter Roof Beam 3 3 0.2 0.3

Longer Lintel on 200mm wall 2 6.4 0.2 0.1

Shorter Lintel on 200mm wall 2 3 0.2 0.1

Shorter Lintel on 100mm wall 1 3 0.1 0.1

partition wall 1 2 0.1 0.1

Total RCC in beams cu.mt. 5677.2

0.9 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof 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.2.2

Ground Slab 1 6.4 3.4 0.15

Roof Slab 1 6.4 3.9 0.15

Sun Shede Slab Over Door 1 1.2 0.3 0.1

Sun Shede Slab Over Window 1 1.7 0.3 0.1

Sun Shede Slab Over Ventilator 2 0.9 0.2 0.1

Total RCC in slab cu.mt. 5677.2

0.0 Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 5.22.7C

3.5.1 Thermo-Mechanically Treated bars. (Fe 500 D or more) 5.22.7C

3.5.2 Upto Plinth Level Assuming steel @ 120 kg per cubic meter 120 kg

In Columns Assuming steel @ 120 kg per cubic meter 120 kg

In Beams Assuming steel @ 120 kg per cubic meter 120 kg

In Slab Assuming steel @ 100 kg per cubic meter 100 kg

Total Reinforcements in RCC kg 90.8

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

Below longer plinth beam 2 6.4 0.2 0.1

Below shorter plinth beam 3 3 0.2 0.1

Total full Brickwork under Plinth cu.mt. 4819.92

0.0 Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 6.1.12

4.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.12C

Longer Wall In Super Structure 2 6.4 0.2 2.75

Shorter Wall In Super Structure 2 3 0.2 2.75

Parapet Wall 1 20.6 0.2 0.2

Window W -1 1.5 0.2 1.2

Ventilator V -2 0.75 0.2 0.45

Total 8" Brickwork cu.mt. 5116.3

0.9 Half Brick masonry with brick of class designation A in super structure above plinth level upto floor 2 level including the cost of scaffolding 6.18.4A+6.18A

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

4" Internal brickwork wall

Longer Wall In Super Structure 1 3 2.75

Shorter Wall In Super Structure 1 2 2.75

Total 4" Internal brickwork wall sq.mt.

0.0 Wood Work & P.V.C. Works

0.9 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 9.1

Total frames of doors cu.mt. 95670.7

0.0 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 9.7.1

Second class teak wood

Total shutters for doors sq.mt. 2569.6

0.9 providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 10.13

Window W 1 1.5 1.2

Ventilator V 2 0.75 0.45

Total steel sq.mt. 3038.9

0.0 Flooring and wall tiles

0.9 Providing and fixing 10 mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and / or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge. 11.21

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). 11.21.1.1

Flooring 1 6.4 3.4

Toilet side Wall and wash basin area 2 7 2.4

0.9 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. 12.79.2.2

110 mm pipe Rain Water Pipe Roof To Ground Level 2 3.3

Total Rain Water Pipe rmt 374.6

0.9 12 mm cement plaster of mix 13.11.2

9.1.1 1:4 ( 1 cement: 4 fine sand)

Inner Roof Slab 1 6.4 3.4

Inner Side Wall 200mm wall 1 18 3

Inner Side Wall 100mm wall 2 3 3

Partition wall 2 2 3

Window W -1 1.5 1.2

Ventilator -2 0.76 0.46

Total of Internal plaster sq.mt. 152.9

0.9 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 ( 1 cement: 4 fine sand) 13.12.2

Outer Side Wall 1 19.6 3.3

Sun Shed Bootom & Top

Window W 2 1.7 0.3

Ventilator V 4 0.9 0.2

Door D1 -1 1 2.4

Window W -1 1.5 1.2

Ventilator V -2 0.75 0.45

Total of External plaster sq.mt. 176.4

0.0 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 13.79.1

Total Qty of External Plaster 62.27 sq.mt. 81.2

0.0 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. 13.80A.2

Total Qty of Internal and External putty over Plaster 158.33 sq.mt. 105.4

0.0 Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications 13.48

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

Total Qty of Internal and External Plaster 158.33 sq.mt. 117.3

0.9 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 4.3

10\.1\.1;@ Foundations, footings, bases of columns, etc, for mass concrete. 4.3.1

For Footing Type

Footing Bottom 6 4.2 0.2

Footing Pedestral 6 3.4 0.4

Column Upto Plith Level 6 1 2.4

Total sides of the footings sq.mt. 211.1

0.9 Suspended floors, roofs, landings, balconies and access platform. 5.9.3

Below Roof Slab 1 6.4 3.9

Sun Shed Bootom & Top

Window W 1 1.7 0.3

Ventilator V 2 0.9 0.2

Total Formwork in Roof Slab sq.mt. 437.5

0.0 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 5.9.5

Longer Plinth Beam 2 6.4 0.6 7.68

Shorter Plinth Beam 3 3 0.6 5.4

Longer Roof Beam 2 6.4 0.6 7.68

Shorter Roof Beam 3 3 0.6 5.4

Total Formwork in Beam 30.92 sq.mt. 437.5 8348

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

Columns - (0.2m x 0.3m) Abobe Ground Level 6 1 3

Total Formwork in Columns sq.mt. 494.4

0.0 Building Water Supply

0.9 Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. 18.48

Water Storage Tank On Roof Slab 1 1000 1000

Total Water Storage Tank 1000 Liter 9.7

0.0 Sanitary Installation

0.9 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, 40mm flush bend, over flow 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 : 17.3

W.C. pan with ISI marked white solid plastic seat and lid 17.3.1

Total W.C. Pan 1 Each 5504.3

0.9 Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm 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 : 17.4

One urinal basin with 5 litre white P.V.C. automatic flushing cistern 17.4.1

Urinal Basin 1 1

Total Urinal 1 Each 3723.2

0.0 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm. 17.25

Surgeon type wash basin of size 660x460mm. 17.25.6

Total Wash Basin 1 Each 1651.3

Add 15% for Electrification and Plumbing Work (Item and Fitting Charge)

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule)

Civil works Estimate of Septic tank for toilet at SWM Plant

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Sr. No. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 2.29.1

All kinds of soil

Excavation for septic tank 1 3.6 2.4 1.75

Total Excavation cu.mt. 1355.4

0.9 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . 2.9

Moorum/Hard copra 2.9.1

Filling Septic tank 1 3.6 2.4 0.2

for soak pit 1 3.14 0.2

Total Filling cu.mt. 568.6

0.0 Cement Concrete

0.0 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 4.1.2

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

PCC For Tank 1 3.6 2.4 0.08

Total PCC cu.mt. 4420

0.0 Reinforced Cement Concrete

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.2

RCC For Tank Bottom Slab 1 3.6 2.4 0.15

Top slab 1 3.6 2.4 0.1

Total RCC cu.mt. 5677.2

0.0 Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 5.22.7C

Thermo-Mechanically Treated bars. (Fe 500 D or more)

Upto Plinth Level Assuming steel @ 60 kg per cubic meter 3.74 60 kg

Total Reinforcements in RCC kg 90.8

0.0 Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 6.1.12C

Cement mortar 1:4 (1 cement : 4 coarse sand)

0.9 Half Brick masonry with brick of class designation A in super structure above plinth level upto floor 2 level including the cost of scaffolding 6.18.4A+6.19A

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

FOR PARTITIONS WALL 1 2 0.0

0.9 12 mm cement plaster of mix 13.11

1:4 ( 1 cement: 4 fine sand) 13.11.2

For outer wall 1 12 1.3

Partition wall 2 2 0.7

Total of Internal & Outer plaster sq.mt. 152.9

0.9 Suspended floors, roofs, landings, balconies and access platform. 5.9.3

top slab 1 3.6 2.4

Total sq.mt. 437.5

0.0 RAINWATER HARVESTING, RECYCLE AND REUSE OF WASTE WATER

0.9 20.1(MP SOR)

Excavation for 110mm 1 6

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule)

NAGAR PARISHAD Islampur,Nalanda

Calculation of Quantity of Material

sl no. item no. Qty L. sand cement c.sand c.agg steel 7.5D brick GSB ;grading-I material bricks fly ash bricks

1 2.28 (LSF) L.W

2 11.72 (BFS)L.W

3 16.12 FPS[Drain+L.T]

4 4.1.5(PCC)[1;3;6][drain+L.T]

7 16.43.1ROAD[ M-30]L.W

8 4.14A (Wet Mix Macadam) 0

9 5.1.2RCC M-20 [drain+L.T]

13 brick[1:4} 100A work 0

14 brick[1:6} 100A work

15 flyash brick[1:4} work

16 flyash brick[1:6} work 0

17 6.41A + 6.45A B/W [1:6] ABOVE PLINTH LEVEL 0

18 6.45.2 (1:4) half brick mas.

21 11.6.1[18MMCP;1;3][Lechate t.]

24 13.24.2[6MM CP ROOF]

30 rcd 4.01A;GSB Grading I material 0

31 rcd 6.01;dry lean concrete sub base 0

32 rcd 6.02;dry lean concrete sub base 0

Details of Estimate

Name of Scheme: CONTRUCTION OF BOUNDARY WALL PLOT SPECIFICATION

Estimated cost: Length of boundary wall (ft) Pillars Nos. Gate size LENGTH(ft) WIDTH(ft)

Sl.No. SOR code Work Description No. L(ft) B(ft) D(ft) Qty.(mks) unit Rate Amount 219 144

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. All kinds of soils 4 2 nos

FOOTING 4 4 4.25 20ft

FOOTING 5 5 4.25

Total cum 360.7

2 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 eccentricity 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 design and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth )

3 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinarysoil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of (E/l)

Total each 190.2

4 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead

Total cum 1411.2

5 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In cement mortar

Total cum 823.7

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

Local Sand FOOTING 4 4 0.25

Local Sand FOOTING 5 5 0.25

Total cum 281.4

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 285.20 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l

Total sqm 283.3

8 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.

Total sqm 444.8

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

Total cum 4420.8

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

PAVER BLOCK LOCKING

Total cum 3998.1

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

Total cum 5017.9

13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand)

wall and pillar plaster 2 10.416

1.5 ft pillars above brick boundary for metal fence 1.5 3.333

Total sqm 152.9

13.75 Distempering with dry distemper of approved brand and manufacture (two or more coats ) and of required shade on new work , over and including priming coat of whiting to give an even shade.

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)

FOOTING 4 4 0.666

FOOTING 5 5 0.666

COL.(2.333+8.58+1.50)=12.416(2.33 ft below ground,8.58 feet above ground (deduct g.b ,l.b and t.b) 0.833 0.833 12.416

COL.(2.333+12+1.50)=15.833(2.33 ft below ground,8.58 feet above ground (deduct g.b ,l.b and t.b) 1.667 1.667

Total cum 4688.3

15 5.1.3 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 1:2:4(1 cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

Total cum 4232.4

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

FOOTING 16 0.666

FOOTING 20 0.666

Total sqm 211.6

5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts

Total sqm 494.4

5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers.

Total sqm 404.7

11 10.5.1 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.Using M.S. angle 40x40x6 mm for diagonal braces

12 5.22.7B 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.

at 90 kg per cum ITEM NO.9

13 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. In gratings, frames, guard bar, ladders, railings, brackts.gates & similar works.

at 9.5kg per sft GRILL 1.5

GATE(top of gate is grill) @ 2.5 kg sqft 1 4

14 11.78 Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc.complete as per manufacturer’s specifications & direction of Engineer-in-Charge.60mm thick C.C.paver block of M-35 grade with approved colour, design & pattern.

22 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge : (a)80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern.

Total sqm 956.4

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)

19.35.4 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia RCC pipes. (Laying by mannual/machenical means.

Carriage of materials

i Earth(3km lead) cum 316.15

ii Local Sand(lead 3km) cum 316.15

iii Coarse Sand(lead 48km) cum 476.68

iv Brick(lead 8km)+Bricks Bats per th 936.04

v Stone Chips(lead 116km) cum 2206.38

vi Disposal(3 km) cum 316.15

vii Cement+Steel(lead 2km) 0 MT 501.77

Difference of cost

i Cement MT 267.59

ii Bricks per th 275.54

ADD 6 % (0.0536) FOR GST

17 Seigniorage cost

i(6501) Local sand cum 25.08

ii(0982A) Coarse sand cum 25.08

iii(295) Stone chips cum 83.6

iv(2602G) Bricks per th

v(811) Earth cum

Material statement

Sl. no. Item Qty. Cement Coarse Sand Stone chips Bricks Local Sand Earth Steel Paver Block

10 Plaster(1:4)

12 Paver Blocks.

JE,NVP-01,Nalanda AE,NVP-01,Nalanda EE,NVP-01,Nalanda

NAGAR PANCHAYAT ISLAMPUR,NALANDA

BILL OF QUANTITY

Name of Work- PROPOSED 10.2 TDP COMPOST PLANT (Windrow) UNDER NAGAR PARISHAD ISLAMPUR, NALANDA

Bid Processing Fee : As per Beltron Time of Completion : 12 Month

S.L No. Code Item of Work Quantity Unite Rate Amount

Landscaping Works

1 2.1 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.Transcend area to proper levels by filling with earth or eath mixed with sludge or mix/ and manure before and after flooding trench with water , (excluding cost of imported eath, sludge or manure) M2 6.97

2 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 mSurface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. M2 13.55

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. M3 287.3

4 11.7 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, M3 283.3

5 16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1. Cement concrete prepared with batch mixing machine M3 5585.5

6 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Construction of Drainage System Inside Campus

7 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. M3 360.7

6 16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 M2 504.8

7 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) M3 3434

8 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Kg 92.6

9 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) M3 4688.3

10 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Construction of Leachate Treatment Tank With Underground Reservoir

11 2.6.1 Earth 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 55.125 M3 314.9

12 16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 20.91 M2 504.8

13 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 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 3.1364 M3 3434

14 5.22.7B Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 1323 Kg 92.6

15 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 3.2 M2 211.6

16 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 56 M2 375.1

17 5.9.3 Suspended floors, roofs, landings, balconies and access platform 15.75 M2 437.5

18 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 14.7 M3 4688.3

19 11.6.1 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick 127.75 M2 304.15

20 18.12.5 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 mm dia nominal bore 6 M2 476.8

21 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Plant Machinery and Equipment at SWM Plant

22 Weigh Controller, Load Cells,Platform,Large Size LED Display,PC,Printer,UPS, , Model approval ,Verification Stamping from legal metrology Dept ,Ramp. Capacity of Load Cell in Tonnes-30Ton, No of Load Cell in the weigh bridge system-4, Type of Load Cell-Double ended Shear Beam Load Cell, Accuracy Class of weigh bridge-Class III. Weigh bridge each As per GEM Portal (lumpsum) 850000

Wet Waste Processing Machines

23 1 nos. for screening with capacity 2 TPH. of with manual loading and with Bagging System with Hopper, Conveyor, screening including related civil works, electrification complete. Trommel (35mm) Vibro Screen each As per GEM Portal (lumpsum) 1100000

24 1 Nos. for screening of 5 TPD waste with capacity 1 TPH of diameter 1.5 m and length 6m. With conveyor for feeder and reject. Trommel (6mm) Vibro Screen each As per GEM Portal (lumpsum) 600000

25 Single Cylinder Double Chamber Baler Machine each As Per CPHEEO 450000

26 Rate and capacity to be decided as per actual demand Windrow turner** each As Per CPHEEO 2600000

27 4 nos Double Wheel Barrow each As per GEM Portal (lumpsum) 15000

28 24.1.1.1 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. All types of soil - 300 mm dia. 90 Mtr 486.8

29 24.3.1 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. 100 mm nominal size dia 78 Mtr 546.1

30 24.4.1 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.100 mm nominal size dia 12 Mtr 573.1

31 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-in-charge. 3 M2 1343.2

32 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. 3 Kg 916.8

33 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 150 mm dia 1 Kg 210.7

34 24.14.1 Providing and fixing 100 mm dia 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. 1 Each 1448.4

35 24.15.1 Providing and fixing 100 mm dia Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 1 Each 228.3

36 upplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I 1 M2 26446

37 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Detailed Estimate for Toilet Facitlity at SWM Plant

38 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 0.06 M2 1355.4

39 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 21.025 M3 360.7

40 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.9 M3 287.3

41 2.26 Filling available excavated earth(excludingrock) intrenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 18.96 M3 123.5

42 41.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 0.47 M3 4420.8

43 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 2.08 M3 5677.2

44 5.33A.2.1 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 1.224 M3 5293.5

45 5.33A.2.2 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 1.22 M3 5677.2

46 5.33A.2.2 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 1.26 M3 5677.2

47 5.22.7C Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 0.545 MT 90800

48 6.1.14B Brick work with bricks of class designation 100B in foundations and plinth , Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.2 M3 4540.3

49 6.1.12C Brick work with fly ash bricks asper IS12894(2002)&IS3495 in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 4.845 M3 5116.3

50 6.18.4B+6.18B Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding Cement Mortar 1 : 4 (1 cement : 4 coarse sand) 6 M2 655.2

51 9.124 Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile.The styles & rails shall be of size75mmx30 mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge sideof the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33mmx17mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding(pushfit type) will be set inside the styles and the rails with acavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tappings crews. Single piece extruded solid PVC lock rail of size 100mmx 30mm with wall thickness 5mm & 15mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVCsolventcement & self driven self tappingscrewsof size100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge. 3.78 M2 2898.9

52 10.13+10.13C providingand fixingsteel beadingof approvedshapeand section with screws instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 0.675 M2 3444.2

53 11.21.1.1 Providing and fixing 10mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding,and joints filled with acid and/oralkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge. 25.58 M2 1295.7

54 13.11.2 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) 43.68 M2 152.9

55 13.19 18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge 29.925 M2 218.2

56 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 74.8125 M2 117.3

57 4.3.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc, for mass concrete. 14.16 M2 211.1

58 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 6.36 M2 437.5

59 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 14.4 Each 437.5

60 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 12 Each 494.4

61 18.48 Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. 500 Ltr 9.7

62 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, 40mm flush bend, over flow 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 : 1 Each 5504.3

63 17.4.1 Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm 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 : 2 Each 3723.2

64 17.25.6 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm. 1 Each 1651.3

66 Add 10% For Electric and Plumbing Work

66A For 2 nos. of toilet block

67 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Detailed Etimate of Office Building

68 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 0.2176 M2 1355.21

69 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 42.417 M3 360.7

70 2.9.1 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 9.923 M3 287.3

71 2.26 Filling available excavated earth(excludingrock) intrenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 36.8695 M3 123.5

72 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 0.9375 M3 4420.8

73 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 3.057 M3 5677.2

74 5.33A.2.1 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 1.944 M3 5293.5

75 5.33A.2.2 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 3.042 M3 5677.2

76 5.33A.2.2 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 7.185 M3 5677.2

77 5.22.7C Reinforcement forR.C.C.work including straightening, cutting, bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 12mm horizontal/inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 1683.66 Kg 90.8

78 6.1.14B Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.436 M3 4540.3

79 6.1.12C Brick work with fly ash bricks asper IS12894(2002)& IS3495 in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 10.189 M3 5116.3

80 6.18.4B+6.18B Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding 8.95 M2 655.2

81 9.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 0.1566 M3 95670.7

82 9.7.1 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 7.2 M3 2569.6

83 10.13 providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 2.475 M3 3038.9

84 11.21.1.1 Providing and fixing 10 mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and / or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). 50.56 M3 1295.7

85 12.79.2.2 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. 6.6 rmt 374.6

86 13.11.2 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) 96.0608 M3 152.9

87 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 ( 1 cement: 4 fine sand) 62.265 M3 176.4

88 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 62.27 M3 81.2

89 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. 158.33 M3 105.4

90 13.48.1 Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 158.33 M3 117.3

91 4.3.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc, for mass concrete. 27.6 sqm 211.1

92 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 26.19 sqm 437.5

93 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 19.0811428571 sqm 437.5

94 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 18 sqm 494.4

95 18.48 Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. 1000 Ltr 9.7

96 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, 40mm flush bend, over flow 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 : 1 Each 5504.3

97 17.4.1 Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm 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 : 1 Each 3723

98 17.25.6 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm. 1 Each 1651.3

99A Add 15 % For Electrification and Plumbing Work

99B Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

CONATRUCTION OF SEPTIC TANK

100 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 25.12 M3 360.7

101 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 2.356 M3 287.3

102 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 0.7912 M3 4420.8

103 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 3.74 M3 5677.2

104 5.22.7C Reinforcement forR.C.C.work including straightening, cutting, bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 224.4 Kg 90.8

105 6.1.12C Brick work with fly ash bricks asper IS12894(2002)&IS3495 in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 5.69 M3 5116.3

106 6.18.4B+6.19B Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding 1.4 M2 655.2

107 13.11.2 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) 18.4 M2 152.9

108 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 8.64 M2 437.5

109 20.1 RAINWATER HARVESTING, RECYCLE AND REUSE OF WASTE WATER 6 Rm 129

110 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

CONSTUCTION OF PCC ROAD

111 1/2.2.1 Earth work in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth , breaking clods watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks , marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 548.1 M3 386.6

112 16.3.10 Supplying and stacking at site 243.6 M3 431.2

113 2/2.28 Supplying and Filling in plinth with local sand and under floorsincluding, watering, ramming consolidating and dressing complete. {S.O.R BCD item no. 2.28} 243.6 M3 287.3

114 3/11.72 Providing designation 100 A one brick on flate soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 870 M3 283.3

115 4/16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1. Cement concrete prepared with batch mixing machine 174 M3 5585.5

116 5/5.9.1 Centring and shuttering including strutting,propping etc. and removal of Foundations, footings, bases of columns etc. for mass concrete form for. 69.6 M3 211.6

117 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

Processing Shed (Covered) at SWM Plant

118 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m complete area 3 M2 1355.4

119 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or ooden or steel rammers and rolling every3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. All kinds of soil 136.08 M3 386.6

120 2.26 Filling available excavated earth(excludingrock) intrenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 107.12 M3 123.5

121 2.9.1 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . Moorum/Hard copra 76 M3 568.6

122 4.1.5 Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 4.536 M3 4420

123 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 12.656 M3 5677.2

124 5.33A.2.1 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 11.76 M3 5293.5

125 5.33.A.2.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 18.72 M3 5677.2

126 5.33A.2.2 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate Ground Slab 38 M3 5677.2

127 5.11.7C Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Thermo-Mechanically Treated bars. (Fe 500 D or more) Upto Plinth Level Assuming steel @ 120 kg per cubic meter n Columns Assuming steel @ 110 kg per cubic meter In Beams Assuming steel @ 110 kg per cubic meter In Slab Assuming steel @ 100 kg per cubic meter 6592.8 Kg 90.8

128 6.1.14B Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 4.152 M3 4540.3

129 6.1.12C Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 75 Kg/CM2 (average compressive strength) in superstructure above plinth level up to floor 2 level including the cost of scaffolding : Cement mortar 1:4 (1 cement : 4 coarse sand) 16.72 M3 5116.3

130 10.2 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete. A Type Main Column (I section 300x140x7.7)@ 46.1kg/m 10nos. * 6m hight * 46.1 kg weight/m Top of the Truss (I section 300x140x7.7)@ 46.1kg/m 5nos. * 10m length * 46.1 kg weight/m 20% Extra of Truss Weight For Rafter Below Truss Beam 10% Extra of total Weight For Bolting, Belding, Plats etc. 9371.21 Kg 95.4

131 10.6.2 Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20mm thick M.S. laths with 1.20 mm thick top cover 12 M2 2533.2

132 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Side of shed (Rectangal Section 100x50x5)@ 6.75 kg/m 4nos. * 80m length * 6.75 kg weight/m Top of shed (Rectangal Section 100x50x3)@ 6.75 kg/m 10nos. * 30m length * 6.75 kg weight/m 10% Extra of total Weight For Bolting, Belding, Plats etc. 4603.5 Kg 123.9

133 12.5 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Roofing over the structure Side of the structure Triangular upper Portion Shutter deduction 1007 M2 625.1

134 12.6.1 Providing ridges or hips of width 60cm over all width plain GS sheet fixed with polymer coated J or L hooks bolts and nuts 8mm dia GI limpet and bitumen ashers complete. 0.80 mm thick with zinc coating not less than 275 grams per square meter 39 MT 599

135 12.9.1 Providing and fixing plain GS sheet gutter with iron brackets 40x3 mm size, bolts nuts and washers etc. including making necessary connections with rain water pipes complete. providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 grams per square meter 78 MT 577.4

136 152/12.51 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes.. 58.1 MT 201

137 13.19 18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge 192 M2 218.2

138 13.48.1 Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m. 192 M2 117.3

139 4.3.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Foundations, footings, bases of columns, etc, for mass concrete. Footing Bottom Footing Pedestral 33.6 M2 211.1

140 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers Longer Plinth Beam Shorter Plinth Beam 116.8 M2 437.5

141 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts Columns -A (0.6m x 0.4m) Below Ground Level Columns - A (0.6m x 0.4m) Above Ground Level 98 M2 494.4

142A By multiplying factor 5.36%on BCD items as per new GST Rule

142B Add 3% For Electrification and Plumbing Work

142C Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

143 Carriage of Materials

(i) Bricks- /000 936.04

(ii) Local Sand - M3 316.15

(iii) Stone Chips - M3 2206.38

(iv) K.Sand- M3 476.68

(v) Cement 0 MT 0

(vi) Steel 0 MT 0

(vii) Flaysh bricks /000 936.04

(viii) 7.5 designation brick /000 711.3

144 Add Diffrence of Cost

(ii) Cement 159.7845 MT 267.59

145 Total Amount (By multiplying factor 5.36%on BCD items as per new GST Rule)

146 Segniorage Fee

Compost plant boundary

147 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. All kinds of soils 175.6915650278448 360.7

148 2.28 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils 17.5705538278448 281.4

149 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 285.20 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l 180.1329650163 283.3

150 6.1.12 /1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 123.83055381573675 5017.9

151 13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) 1412.74474595 152.9

152 13.75 Distempering with dry distemper of approved brand and manufacture (two or more coats ) and of required shade on new work , over and including priming coat of whiting to give an even shade. 1412.74474595 70.5

153 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) 90.5695353751552 4688.3

154 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. 220.02584639999998 211.6

155 5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts 350.6073141664 494.4

156 5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 95.21440569732 404.7

157 10.5.1 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.Using M.S. angle 40x40x6 mm for diagonal braces 37.16 3653

158 5.22.7B 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. 8151.258183763968 92.6

159 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. In gratings, frames, guard bar, ladders, railings, brackts.gates & similar works. 1776.6827500000002 114.6

160 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) 141.93155165000002 83.5

161 Carriage of materials

(i) Local Sand(lead 3km) M3 316.15

(ii) Coarse Sand(lead 48km) M3 476.68

(iii) Brick(lead 8km)+Bricks Bats /000 936.04

(iv) Stone Chips(lead 116km) MT 2206.38

(v) Disposal(3 km) MT 316.15

162 Difference of cost

163A ADD 6 % (0.0536) FOR GST

164 Signiorage Fee

164A Total Cost

165 1.3.3 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 PVC conduit, with modular switch, modular plate, suitable size G.I box etc. as required. Group - 'C' 21 Point 1146

166 1.3.1 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 PVC conduit, with modular switch, modular plate, suitable size G.I box etc. as required. Group - 'A' 50 Point 782

167 1.5 Wiring for circuit/ submain wiring along with earth wire with the following sizes FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 40 Metre 309

168 1.7.1 Wiring for circuit/ submain wiring along with earth wire with the following sizes FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 30 Metre 201

169 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (for 3X5A socket Point) 30 Metre 246

170 1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 25 Metre 309

171 1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 25 Metre 422

172 1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire 10 Metre 660

173 1.24.1 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. (for On switch board) 3 pin, 5/6 amps socket outlet 31 Each 82

174 1.24.4 3 pin, 5/6 amps socket outlet 31 Each 112

175 1.32 Supplying and fixing suitable size G.I. 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, painting etc, as required. 5 Each 531

176 1.33 Supplying and fixing 2 pin, 5 amp. ceiling rose on the existing junction box/PVC box including connection etc as required. 2 Each 64

177 1.34 Supplying and fixing batten/angle holder including connection etc. as required. 16 Each 80

178 1.27.1 Supplying and fixing following modules G.I. box along with modular base and cover plate for modular switches in recess etc as required. 1 or 2 module (75mm X 75mm) 2 Each 234

179 1.53 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amp modular SP MCB 'C' curve, including connections, painting etc. as required. 2 Each 683

180 1.56 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 nos. 5 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 2 Each 778

181 2.8.7 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus-bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 12 way, Double door 2 Each 2314

182 2.9.1 Supplying and fixing following way three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB / RCCB / Isolator) 4 way ( 4 + 12 ), double door, horizontal type 1 Each 4184

183 2.12.1 Supplying and fixing following rating, 240 volts, ‘C’ series, miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 6A to 32A amps, single pole 15 Each 237

184 2.12.6 40A to 63A amps, SPN 4 Each 1233

185 2.12.8 40A to 63A amps, TPN 2 Each 2329

186 2.7.3 Providing and fixing following capacity 4 pole On-load/panel mounted changeover switches in existing cubicle panel board, making connection, earthing the body etc. as required. 100A 1 Each 9334

187 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) 8 S.ft 1809

188 5.8.2 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. 15 watt 10 Each 1608

189 5.1 Supplying and fixing 10/12 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,IP 65 protection and complete with integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. 5 Each 1275

190 5.15.7 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. 200 watt 2 Each 10495

192 6.1.4 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 9/10 watt LED lamp 72 Each 161

193 8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 210 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. 2 Each 2482

194 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. 5 Each 1038

195 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc as required. 25 Metre 144

GENERAL ABSTRACT OF COST FOR PROPOSED C.P (BIHAR)

Carriage of Materials

Bricks- Thousand 936.04

Local Sand - cum 316.15

Stone Chips - cum 2206.38

K.Sand- cum 476.68

Flaysh bricks Thousand 936.04

7.5 designation brick Thousand 711.3

GSB grading-I material cum 1298.128

Add Diffrence of Cost

Brick Thousand 275.54

Flaysh bricks Thousand 0

Cement Tonne 267.59

Seigniorage fees

Coars Sand Cum 25.08

stone Aggregate Cum 83.6

Bricks- Thousand 506

Local Sand - Cum 25.08

NAGAR PARISHAD Islampur,Nalanda

Calculation of Quantity of Material

sl no. item no. Qty L. sand cement c.sand c.agg steel 7.5D brick bricks fly ash bricks

1 2.28 (LSF) L.W

2 11.72 (BFS)L.W

3 16.12 FPS[Drain+L.T]

4 4.1.5(PCC)[1;3;6][drain+L.T]

7 16.43.1ROAD[ M-30]L.W

8 4.14A (Wet Mix Macadam) 0

9 5.1.2RCC M-20 [drain+L.T]

13 brick[1:4} 100A work 0

14 brick[1:6} 100A work

15 flyash brick[1:4} work

16 flyash brick[1:6} work 0

17 6.41A + 6.45A B/W [1:6] ABOVE PLINTH LEVEL 0

18 6.45.2 (1:4) half brick mas.

21 11.6.1[18MMCP;1;3][Lechate t.]

24 13.24.2[6MM CP ROOF]

30 rcd 4.01A;GSB Grading I material 0

31 rcd 6.01;dry lean concrete sub base 0

32 rcd 6.02;dry lean concrete sub base 0

GENERAL ABSTRACT OF COST FOR PROPOSED C.P (BIHAR)

Carriage of Materials

Bricks- Thousand 936.04

Local Sand - cum 316.15

Stone Chips - cum 2933.1

K.Sand- cum 1245.05

Flaysh bricks Thousand 1039.25

7.5 designation brick Thousand 711.3

GSB grading-I material cum 2933.1

Add Diffrence of Cost

Brick Thousand 278.3

Flaysh bricks Thousand 0

Cement Tonne 270.26

Seigniorage fees

Coars Sand Cum 17.58

stone Aggregate Cum 59.54

Bricks- Thousand 506

Local Sand - Cum 14.19

Calculation for material consumption for the work of toilet complex in campus of Bar council of Aurangabad District court

Item Qty Unit Cement Chips Sand Brick L.Sand

bags cum cum nos cum

i Local sand filling cum

iii PCC 1:2:4 cum

RCC M10 303.45 cum

vi Brick Flat Soling sqm

vii 12 mm plaster 1:6 sqm

viii 6 mm plaster 1:4 sqm

CALCULATION OF CARRIAGE COST

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P Add 14.05%GST CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour cess 1 % with O.H &C.P

STONE CHIPS (FROM Manpur Gaya to Karsawan obra) 90 0 1 11.2 13.5 27.2 195.1 1 1928.66

COARSE SAND (FROM Sone river to Karsawan obra) 25 0 1 0.9 1 1001.5

LOCAL SAND 2 0 1 0.9 1 274.46

BRICKS 7 0 1 0.9 1

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

BLOCK-ISLAMPUR CARRIAGE COST OF MATERIAL

S.O.R effective from 01.01.2022

Houlage with O.H & C.P Loading/Unloadinng with GST O.H.C.P&C (14.05%) CARRIAGE COSE

Materials Ls Lu Lk Hs Hu Hk Labour cess 1 % without O.H &CP

STONE CHIPS (From Domchanch to w.s) 130 1 0 11.2 13.5 27.2 195.1 2933.1

CORSE SAND (From Nardiganj to w.s.) 47 0 1 11.2 13.5 27.2 195.1 1245.05

Where, Ls = Hs = Houlage on surface road

Lu = Hu = Houlage on Unsurface road

Lk = Hk = Houlage on Kuchcha road

Calculation for material consumption for the work of toilet complex in campus of Bar council of Aurangabad District court

Item Qty Unit Cement Chips Sand Brick L.Sand

bags cum cum nos cum

i Local sand filling cum

iii PCC 1:2:4 cum

vi Brick Flat Soling sqm

vii 12 mm plaster 1:6 sqm

viii 6 mm plaster 1:4 sqm

Material Statement

Sr. No. Item Description UOM Qty. Cement Qty Sand Qty Aggregate Qty

Qty. Cum Tonne Cum Cum

1 Concrete Cum 20

2 Local Sand filling Cum 60

Item Unit Quantity Rate Amount

Coarse sand cum 8.4 1001.5

Local sand cum 60 274.46

cement kg 8.06 435.6

Aggregate cum 16.6 1928.66

GSB cum 20 1928.66

Item Unit Quantity rate Amount

Coarse sand cum 17.58

Aggregate cum 48.69

Local sand cum 0 14.19

Seigniorage fee

Material Statement

Item Qty unit Bricks Cement STONECHIF Sand L=sand

Local sand filling M3

B/flat Soiling M2

B/edge Soiling 0 M2 0 0 0

B/edge flooring 0 M3 0 0 0

Nos mt M3 M3 M3

8. ` carriage of materials

(i) Brick (7+1)km Nos @ 9.3604 = Rs

(ii) Stone Chips Domchas to site on M3 @ 2933.10 m3 = Rs

(iii) Coarse Sand (47S+1K)=48 km. M3 @ 1245.05 m3 = Rs

(iv) Local Sand (3 km) M3 @ 316.15 m3 = Rs

9 Extra cost of Bricks Nos @ 2.7829 = Rs

10 Extra cost of cement bag @ 13.51 each = Rs

12 S.FEE OF MATERIAL

Grand Total = Rs

J.E NAGAR PARISHAD ISLAMPUR A.E NAGAR PARISHAD ISLAMPUR E.E NAGAR PARISHAD ISLAMPUR

SEGNIORAGE CAICULATION

Sl. No. Name of item Quaintity Rate Amount

1 Local Sand 14.185

2 Coars Sand 17.58

3 Stone Chips 59.54

Name of work:- Cost estimate for "Establishment & commissioning of Material Recovery Facility (MRF) & Waste to Compost Plant.

(Construction of Leachate Treatment Tank With Underground Reservoir)

SL NO BCD Item DESCRIPTION UNIT QTY. RATE AMOUNT

1 2.6 2.6.1 Earth 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.. Cum 314.9

All kinds of soil

2 16.12 16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : Sqm 504

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

Tank 1 x 5.1 x 4.1 =

3 4.1 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 3434

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

4 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. kg 92.6

5.22.7B Thermo-Mechanically Treated bars of grade Fe-500D or more.

Qty @ 90 kg/cumec of RCC work.

5 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Sqm 211.6

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

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 375.1

RCC wall 1 x 2 x 4.5 x 3.5 =

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 437.5

6 0.9 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

RCC wall 2 x 1 x 4.5 x 3.5 x 0.15 =

7 11.6 11.6.1 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. sqm 304.15

Inside Tank 1 x 2 x 4.5 x 3.5 =

Outside Tank 1 x 2 x 4.5 x 3.5 =

8 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work

18.12.5 40 mm dia nominal bore

Total Amount (By multiplying factor 5.36% on BCD items as per new GST Rule) =

Details of Estimate

Name of Scheme: CONTRUCTION OF BOUNDARY WALL PLOT SPECIFICATION

Estimated cost: Length of boundary wall (ft) Pillars Nos. Gate size LENGTH(ft) WIDTH(ft)

Sl.No. SOR code Work Description No. L(ft) B(ft) D(ft) Qty.(mks) unit Rate Amount 219 144

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. All kinds of soils 4 2 nos

FOOTING 4 4 4.25 20ft

FOOTING 5 5 4.25

Total cum 360.7

2 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 eccentricity 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 design and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth )

3 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinarysoil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of (E/l)

Total each 190.2

4 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead

Total cum 1411.2

5 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In cement mortar

Total cum 823.7

2 2.28 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils

Local Sand FOOTING 4 4 0.25

Local Sand FOOTING 5 5 0.25

Total cum 281.4

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 285.20 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l

Total sqm 283.3

8 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.

Total sqm 444.8

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

Total cum 4420.8

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

PAVER BLOCK LOCKING

Total cum 3998.1

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

Total cum 5017.9

13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand)

wall and pillar plaster 2 10.416

1.5 ft pillars above brick boundary for metal fence 1.5 3.333

Total sqm 152.9

13.75 Distempering with dry distemper of approved brand and manufacture (two or more coats ) and of required shade on new work , over and including priming coat of whiting to give an even shade.

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)

FOOTING 4 4 0.666

FOOTING 5 5 0.666

COL.(2.333+8.58+1.50)=12.416(2.33 ft below ground,8.58 feet above ground (deduct g.b ,l.b and t.b) 0.833 0.833 12.416

COL.(2.333+12+1.50)=15.833(2.33 ft below ground,8.58 feet above ground (deduct g.b ,l.b and t.b) 1.667 1.667

Total cum 4688.3

15 5.1.3 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 1:2:4(1 cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

Total cum 4232.4

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

FOOTING 16 0.666

FOOTING 20 0.666

Total sqm 211.6

5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts

Total sqm 494.4

5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers.

Total sqm 404.7

11 10.5.1 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.Using M.S. angle 40x40x6 mm for diagonal braces

12 5.22.7B 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.

at 90 kg per cum ITEM NO.9

13 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. In gratings, frames, guard bar, ladders, railings, brackts.gates & similar works.

at 9.5kg per sft GRILL 1.5

GATE(top of gate is grill) @ 2.5 kg sqft 1 4

14 11.78 Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc.complete as per manufacturer’s specifications & direction of Engineer-in-Charge.60mm thick C.C.paver block of M-35 grade with approved colour, design & pattern.

22 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge : (a)80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern.

Total sqm 956.4

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)

19.35.4 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia RCC pipes. (Laying by mannual/machenical means.

Carriage of materials

i Earth(3km lead) cum 316.15

ii Local Sand(lead 3km) cum 316.15

iii Coarse Sand(lead 48km) cum 1245.05

iv Brick(lead 8km)+Bricks Bats per th 936.04

v Stone Chips(lead 116km) cum 2933.1

vi Disposal(3 km) cum 316.15

vii Cement+Steel(lead 2km) MT 501.77

Difference of cost

i Cement MT 270.26

ii Bricks per th 278.3

ADD 6 % (0.0536) FOR GST

17 Seigniorage cost

i(6501) Local sand cum 14.19

ii(0982A) Coarse sand cum 17.58

iii(295) Stone chips cum 59.54

iv(2602G) Bricks per th

v(811) Earth cum

Material statement

Sl. no. Item Qty. Cement Coarse Sand Stone chips Bricks Local Sand Earth Steel Paver Block

10 Plaster(1:4)

12 Paver Blocks.

JE,NVP-01,Nalanda AE,NVP-01,Nalanda EE,NVP-01,Nalanda

compost plant boundary

S.No SOR ITEM OF WORK No L B H QTY UNIT RATE AMOUNT ESTIMATE FOR LENGTH 100 m 222 m

1 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soil (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 anddirection of E/l Details of cost for 4 piles of 4 m= 16 mtrsBoring,providing & installing bored cast-in-situ R.C.C Piles 150

Calculation of No of piles Piling FT

Total length m B/W FT

distance between two piles m

total nos of piles along length 1 No ----------(A)

N0 of piles along L

Calculation of No of piles for expansion joints

Take Length seperately in feet devide them by14.63m(48ft) & add1, in the result . Now in this case along length

Total nos. of piles = A+B Nos.

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

Deduction for pilling M3

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/I but excluding carriage cost of brick & sand.

Deduct for pilling C/S AREA M2

4 5.33A Providing and laying in position machine batched, machine mixed andmachine 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 grade reinforced cement concrete

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

Grade beam 0.25 0.25 M3

(b) 5.33A.2.1 Cross-section area of piling:

(pai/4*d^2=0.05,where d=0.25m)

Stiffeners over pilling 2.43 M3

stiffeners over main gate 6 0.45 0.45 5 M3

(c) 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grade reinforced cement concrete

for top band 0.25 0.25 M3

top beam 7 0.3 0.3 M3

door chajja 2 7 7 0.1 M3

5 5.22.7.B Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.

CFT @ 2.5 KG/CFT KG 92.6

6 6.1.14A Brick work with bricks of class designation 100A in foundation & plinth in with Cement mortar1:6(1 cement : 6 coarse sand )

b/w over door 2 7 0.25 0.6 M3

Deduct ,Stiffner M3

Deduct ,gate 2 7 0.25 M3

7 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand)

wall (Both side) 2 M2

b/w over door 2 M2

Over main door 2 7 1 M2

Deduct ,gate 2 M2

8 13.78.1+13.79.1 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)

Area vide item no.(7) M2 119.8

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

i 5.9.5 Grade beam 2 M2

Top beam 2 7 1.21 M2

ii 5.9.6 for stiffeners ……….. 2 0.25 M2

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.

7.5 kg / sft kg 144.5

13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

vide item no.- 10 sft 2.5 sft

10.43 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). m 272.6

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. Ingratings , frames ,guardbar, ladders, railings,brackts.gates & similar works.

14 Extra cost of materials

Cement mt 190.3

Calculation for material consumption:

Item of work Qty Unit Cement S.Chips C.Sand Brick L.sand

bags cum cum nos cum

L/S/Filling cum - - - -

B/F/Soling sqm - - -

Brick work (1:6) cum - -

12 mm plaster (1:6) sqm - - -

Carriage of Materials

Bricks P/th 996.21

Local sand cum 314.23

Coarse Sand cum 2057.43

Stone chips cum 2888.77

Bricks P/th 506

Local sand cum 14.19

Coarse Sand cum

Stone chips cum

Name of scheme:-CONTRUCTION OF BOUNDARY WALL OF PANCHAYT SARKAR BHAWAN IN WARD NO.49

Abstract cum Seigniorage Calculation sheet

S.No. SOR item Item Rate Qty. Unit Final amount

1 6501 Local sand cum

2 0982A Coarse sand cum

3 295 Stone chips cum

4 2602G Bricks per th

5 811 Earth cum

Seignoirage Cost

Cost of Estimate with 6% additional Gst

Final cost of the Scheme

Civil works Estimate for Leachate Collection Tank at SWM Plant Estimate No. A-13

Sr. No. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 Leachate Collection tank

Estimate prepared as per ISSR of Department of Urban Administration & Development, Government of Madhya Pradesh; in force from - 2nd August 2021 - (VOLUME I) Water Supply, Sewerage and tube well works

0.0 Design, Drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars Complete turn key job for following capacity :- UADD SOR 2021 : Vol 1, Item 23.1.1, Page No.304 23.1.1 Upto 25,000 Litres 17 / 26.2

0.0 Sanitary Installation

0.0 Providing and fixing Chlorinated Poly vinyl Chloride(CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass thread ed 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. External work 32 mm nominal outer dia .Pipes. Item No. 21.3.4, Pg No. 222, MP UADD SOR 2021 Vol 2

0.0 Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Submersible Pump set 100 mm dia (with Polypropylene / Noryl Impeller) up to 20 stages1.5 HP Item No. 16.3.1.1 Pg. No. 200, MP UADD SOR 2021 Vol 1

submersible pump 1 1

Total Cost 1 Each 19056 19056

0.0 Sub Bases, Bases (Non-Bituminous) And Sholuders

0.0 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. 4.01

Rate per cum for grading-I Material 4.01A 1 50 3.5 0.2 cu.mt.

Total Construction of GSB for Road 1 cu.mt. 1474.4

0.0 Cement Concrete Pavements

0.9 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing 6.01

Total DLC for Road cu.mt. 2930.9

0.0 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design mix,possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 6.02

Cement concrete prepared with batch mixing machine 1 50 3.5 0.2

Total PQC for Road 1 cu.mt. 5917.5

0.0 SUPPLY OF MATERIAL

0.9 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. 3.16

Moorum Required cu.mt. 212.6

Estimate of Road Development at SWM Plant Estimate No. A-12

Estimate prepared as per ISSR of Department of Urban Administration & Development, Government of Madhya Pradesh; in force from - 2nd August 2021 - (VOLUME III) ROAD AND BRIDGES Work

Sr. No. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 SITE CLEARANCE

0.0 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. U 2.03

In area of light jungle

Total Clearing and grubbing Hectare 179690.6

0.0 Earthwork, Erosion Control and Drainage

0.0 Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. 3.03

Civil works Estimate for Storm Water and Leachate Drain at SWM Plant Estimate No. A-11

Estimate prepared as per ISSR of Department of Urban Administration & Development, Government of Madhya Pradesh; in force from - 2nd August 2021 - (VOLUME II) Building Works

Sr. No. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantit y Unit Rate (in INR) Amount

0.0 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 2.29.1

Below drain 1 113 0.7 /100 sqm

Total Surface Dressing 1355.4

0.9 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 2.2.1

All kinds of soil

Below drain 1 113 0.8 0.7

Total Excavation cu.mt. 386.6

0.0 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . 2.9.1

Moorum/Hard copra

Below drain 1 113 0.8 0.3

Total Filling cu.mt. 568.6

0.0 Cement Concrete

0.0 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 4.1.2

2.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Below drain 1 113 0.8 0.1

Total PCC cu.mt. 4420

0.0 Reinforced Cement Concrete

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.2

Drain Bottom 1 113 0.7 0.2

Drain wall 2 113 0.3 0.2

Total RCC cu.mt. 5677.2

0.0 Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 5.22.7C

Thermo-Mechanically Treated bars. (Fe 500 D or more) 47 / 5.11.4

In Drain Assuming steel @ 80 kg/cum 29.38 80

Total Reinforcements in RCC kg 90.8

0.9 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 4.3.1

Drain Outer side 2 113 0.5

Drain inner side 2 113 0.0

Total Formwork in Drain Base Slab and Wall sq.mt. 211.1

Civil works Estimate for Fencing work at SWM Plant Estimate No. A-5

Sr. No. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 Fencing and Gate Around MSW Plant

Estimate prepared as per ISSR of Department of Urban Administration & Development, Government of Madhya Pradesh; in force from - 2nd August 2021 - (VOLUME II) Building Works

0.0 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.1

Made of G.I. wire. 1 296 1.8 sqm 687.2

0.9 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). 16.15.1 0.0 2.3 0.1 0.1 cum 20774.1

0.0 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 2.2.1 0.0 2.3 0.1 0 cum 386.6

0.9 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 4.1.2 0.0 0.6 0.6 0 cum 4420

0.0 Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. CementconcretegradeM-15(NominalMix)with20mmmaximum size of stone aggregate 4.1.4 0.0 0.6 0.6 0 cum 4755

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. 15.5

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

Main Entry Gate 1 4 2 sq.mt. 3467.9

Civil works Estimate of Septic tank for toilet at SWM Plant Estimate No. A-4

Estimate prepared as per ISSR of Department of Urban Administration & Development, Government of Madhya Pradesh; in force from - 2nd August 2021 - (VOLUME II) Building Works

Sr. No. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 2.29.1

All kinds of soil

Excavation for septic tank 1 3.6 2.4 1.75

Total Excavation cu.mt. 1355.4

0.9 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . 2.9

Moorum/Hard copra 2.9.1

Filling Septic tank 1 3.6 2.4 0.2

for soak pit 1 3.14 0.2

Total Filling cu.mt. 568.6

0.0 Cement Concrete

0.0 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 4.1.2

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

PCC For Tank 1 3.6 2.4 0.08

Total PCC cu.mt. 4420

0.0 Reinforced Cement Concrete

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.2

RCC For Tank Bottom Slab 1 3.6 2.4 0.15

Top slab 1 3.6 2.4 0.1

Total RCC cu.mt. 5677.2

0.0 Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 5.22.7C

Thermo-Mechanically Treated bars. (Fe 500 D or more)

Upto Plinth Level Assuming steel @ 60 kg per cubic meter 3.74 60 kg

Total Reinforcements in RCC kg 90.8

0.0 Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 6.1.12C

Cement mortar 1:4 (1 cement : 4 coarse sand)

0.9 Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding 6.18.4B+6.19B

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

FOR PARTITIONS WALL 1 2 0.0

0.9 12 mm cement plaster of mix 13.11

1:4 ( 1 cement: 4 fine sand) 13.11.2

For outer wall 1 12 1.3

Partition wall 2 2 0.7

Total of Internal & Outer plaster sq.mt. 152.9

0.9 Suspended floors, roofs, landings, balconies and access platform. 5.9.3

top slab 1 3.6 2.4

Total sq.mt. 437.5

0.0 RAINWATER HARVESTING, RECYCLE AND REUSE OF WASTE WATER

0.9 20.1(MP SOR)

Excavation for 110mm 1 6

Civil works Estimate for Office Building at SWM Plant Estimate A-2

Estimate prepared as per ISSR of Department of Urban Administration & Development, Government of Madhya Pradesh; in force from - 2nd August 2021 - (VOLUME II) Building Works

Sr. No. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 2.29.1

Total Surface Dressing /100 sqm 1355.21

0.9 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 2.2.1

Below Ground Slab 1 6.4 3.4 0.15

Below longer plingth beam 2 6.4 0.2 0.3

Below shorter plinth beam 3 3 0.2 0.3

Footing 6 1.45 1.45 3

Total Excavation cu.mt. 386.6

0.0 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . 2.9

Moorum/Hard copra 2.9.1

Below Ground Slab 1 6.4 3.4 0.3

Below longer plingth beam 2 6.4 0.2 0.2

Below shorter plinth beam 3 3 0.2 0.2

Footing 6 1.45 1.45 0.2

Total Filling cu.mt. 568.6

0.9 Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 2.26

Footing type 6 1.45 1.45 3.3

Deduction for PCC in Footing -1 0.94

Deduction for RCC in Footing -1 3.06

Deduction for Column -1 0.76

Total Filling cu.mt. 123.5

0.0 Cement Concrete

0.0 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 4.1.2

2.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 4.1.2

Footing type 6 1.25 1.25 0.1

Total PCC cu.mt. 4420

0.0 Reinforced Cement Concrete

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.2

Type Footing Bottom 6 1.05 1.05 0.2

Type Footing top 6 0.85 0.85 0.4

Total RCC in Footing cu.mt. 5677.2

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.1

Columns - (0.2m x 0.3m) Below Ground Level 6 0.2 0.3 2.1

Columns - (0.2m x 0.3m) Above Ground Level 6 0.2 0.3 3.3

Total RCC in Columns cu.mt. 5293.5

0.9 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof 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.2.2

Longer Plinth Beam 2 6.4 0.2 0.3

Shorter Plinth Beam 3 3 0.2 0.3

Longer Roof Beam 2 6.4 0.2 0.3

Shorter Roof Beam 3 3 0.2 0.3

Longer Lintel on 200mm wall 2 6.4 0.2 0.1

Shorter Lintel on 200mm wall 2 3 0.2 0.1

Shorter Lintel on 100mm wall 1 3 0.1 0.1

partition wall 1 2 0.1 0.1

Total RCC in beams cu.mt. 5677.2

0.9 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof 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.2.2

Ground Slab 1 6.4 3.4 0.15

Roof Slab 1 6.4 3.9 0.15

Sun Shede Slab Over Door 1 1.2 0.3 0.1

Sun Shede Slab Over Window 1 1.7 0.3 0.1

Sun Shede Slab Over Ventilator 2 0.9 0.2 0.1

Total RCC in slab cu.mt. 5677.2

0.0 Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 5.22.7C

3.5.1 Thermo-Mechanically Treated bars. (Fe 500 D or more) 5.22.7C

Upto Plinth Level Assuming steel @ 120 kg per cubic meter 120 kg

In Columns Assuming steel @ 120 kg per cubic meter 120 kg

In Beams Assuming steel @ 120 kg per cubic meter 120 kg

In Slab Assuming steel @ 100 kg per cubic meter 100 kg

Total Reinforcements in RCC kg 90.8

0.9 Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 6.1.14B

Below longer plinth beam 2 6.4 0.2 0.1

Below shorter plinth beam 3 3 0.2 0.1

Total full Brickwork under Plinth cu.mt. 4540.3

0.0 Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 6.1.12

4.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.12C

Longer Wall In Super Structure 2 6.4 0.2 2.75

Shorter Wall In Super Structure 2 3 0.2 2.75

Parapet Wall 1 20.6 0.2 0.2

Window W -1 1.5 0.2 1.2

Ventilator V -2 0.75 0.2 0.45

Total 8" Brickwork cu.mt. 5116.3

0.9 Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding 6.18.4B+6.18B

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

4" Internal brickwork wall

Longer Wall In Super Structure 1 3 2.75

Shorter Wall In Super Structure 1 2 2.75

Total 4" Internal brickwork wall sq.mt.

0.0 Wood Work & P.V.C. Works

0.9 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 9.1

Total frames of doors cu.mt. 95670.7

0.0 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 9.7.1

Second class teak wood

Total shutters for doors sq.mt. 2569.6

0.9 providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 10.13

Window W 1 1.5 1.2

Ventilator V 2 0.75 0.45

Total steel sq.mt. 3038.9

0.0 Flooring and wall tiles

0.9 Providing and fixing 10 mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and / or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge. 11.21

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). 11.21.1.1

Flooring 1 6.4 3.4

Toilet side Wall and wash basin area 2 7 2.4

0.9 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. 12.79.2.2

110 mm pipe Rain Water Pipe Roof To Ground Level 2 3.3

Total Rain Water Pipe rmt 374.6

0.9 12 mm cement plaster of mix 13.11.2

9.1.1 1:4 ( 1 cement: 4 fine sand)

Inner Roof Slab 1 6.4 3.4

Inner Side Wall 200mm wall 1 18 3

Inner Side Wall 100mm wall 2 3 3

Partition wall 2 2 3

Window W -1 1.5 1.2

Ventilator -2 0.76 0.46

Total of Internal plaster sq.mt. 152.9

0.9 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 ( 1 cement: 4 fine sand) 13.12.2

Outer Side Wall 1 19.6 3.3

Sun Shed Bootom & Top

Window W 2 1.7 0.3

Ventilator V 4 0.9 0.2

Door D1 -1 1 2.4

Window W -1 1.5 1.2

Ventilator V -2 0.75 0.45

Total of External plaster sq.mt. 176.4

0.0 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 13.79.1

Total Qty of External Plaster 62.27 sq.mt. 81.2

0.0 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. 13.80A.2

Total Qty of Internal and External putty over Plaster 158.33 sq.mt. 105.4

0.0 Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications 13.48

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

Total Qty of Internal and External Plaster 158.33 sq.mt. 117.3

0.9 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 4.3

10\.1\.1;@ Foundations, footings, bases of columns, etc, for mass concrete. 4.3.1

For Footing Type

Footing Bottom 6 4.2 0.2

Footing Pedestral 6 3.4 0.4

Column Upto Plith Level 6 1 2.4

Total sides of the footings sq.mt. 211.1

0.9 Suspended floors, roofs, landings, balconies and access platform. 5.9.3

Below Roof Slab 1 6.4 3.9

Sun Shed Bootom & Top

Window W 1 1.7 0.3

Ventilator V 2 0.9 0.2

Total Formwork in Roof Slab sq.mt. 437.5

0.0 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 5.9.5

Longer Plinth Beam 2 6.4 0.6 7.68

Shorter Plinth Beam 3 3 0.6 5.4

Longer Roof Beam 2 6.4 0.6 7.68

Shorter Roof Beam 3 3 0.6 5.4

Total Formwork in Beam 30.92 sq.mt. 437.5 8348

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

Columns - (0.2m x 0.3m) Abobe Ground Level 6 1 3

Total Formwork in Columns sq.mt. 494.4

0.0 Building Water Supply

0.9 Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. 18.48

Water Storage Tank On Roof Slab 1 1000 1000

Total Water Storage Tank 1000 Liter 9.7

0.0 Sanitary Installation

0.9 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, 40mm flush bend, over flow 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 : 17.3

W.C. pan with ISI marked white solid plastic seat and lid 17.3.1

Total W.C. Pan 1 Each 5504.3

0.9 Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm 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 : 17.4

One urinal basin with 5 litre white P.V.C. automatic flushing cistern 17.4.1

Urinal Basin 1 1

Total Urinal 1 Each 3723.2

0.0 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm. 17.25

Surgeon type wash basin of size 660x460mm. 17.25.6

Total Wash Basin 1 Each 1651.3

Add 15% for Electrification and Plumbing Work (Item and Fitting Charge)

Civil works Estimate for Processing Shed (Covered) at SWM Plant Estimate No. A-3

Estimate prepared as per ISSR of Department of Urban Administration & Development, Government of Madhya Pradesh; in force from - 2nd August 2021 - (VOLUME II) Building Works

Sr. No. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 2.29.1

complete area 1 10 30

Total Surface Dressing /100 sqm 1355.4

0.9 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 2.2.1

1.2.1 All kinds of soil

Below ground level of slab 1 10 38 0

Below longer plinth beam 2 38 0.3 0

Below shorter plinth beam 7 10 0.3 0

Footing type A 14 1.8 1.8 3

Footing type B 0 1.4 1.4 3

Footing type C 0 1.2 1.2 3

Total Excavation cu.mt. 386.6

0.0 Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 2.26

Deduction for PCC in Footing -1 4.54

Deduction for RCC in Footing -1 12.66

Deduction for Column -1 11.76

Total Filling cu.mt. 123.5

0.9 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . 2.9

Moorum/Hard copra 2.9.1

Below plinth slab of Shed 1 10 38 0.2

Total Filling cu.mt. 568.6

0.0 Cement Concrete

0.0 Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. 4.1.5

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Footing type A 0.1

Total PCC cu.mt. 4420

0.0 Reinforced Cement Concrete

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.2

For Footing Type A

Footing Bottom 14 1.6 1.6 0.2

Footing Pedestral 14 1.4 1.4 0.2

Total RCC in Footing cu.mt. 5677.2

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.1

A Columns - Below Ground Level 14 0.6 0.4 2.5

A Columns - Above Ground Level 14 0.6 0.4 1

Total RCC in Columns cu.mt. 5293.5

0.9 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof 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.A.2.2

Longer Plinth Beam 2 38 0.3 0.4

Shorter Plinth Beam 7 10 0.3 0.4

Ramp at Entrance 1 4 1.5 0.2

Total RCC in beams cu.mt. 5677.2

0.9 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate 5.33A.2.2

Ground Slab 1 10 38 0.1

Total RCC in slab cu.mt. 5677.2

0.0 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 5.11

Thermo-Mechanically Treated bars. (Fe 500 D or more) 5.11.7C

Upto Plinth Level Assuming steel @ 120 kg per cubic meter 9.04 120 kg

In Columns Assuming steel @ 110 kg per cubic meter 8.4 110 kg

In Beams Assuming steel @ 110 kg per cubic meter 14.4 110 kg

In Slab Assuming steel @ 100 kg per cubic meter 30 100 kg

Total Reinforcements in RCC kg 90.8

0.9 Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 6.1.14B

Below longer plinth beam 2 30 0.3 0.1

Below shorter plinth beam 7 10 0.3 0.1

deduction for column 14 0.6 0.3 0.1

Total full Brickwork under Plinth cu.mt. 4540.3

0.0 Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 75 Kg/CM2 (average compressive strength) in superstructure above plinth level up to floor 2 level including the cost of scaffolding : 6.1.12

Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.12C

Total 8" Brickwork 1 96 0.2 1

deduction for column -14 0.6 0.2 1

Deduction for opening in front side -1 4 0.2 1

0.9 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete. 10.2

A Type Main Column (I section 300x140x7.7)@ 46.1kg/m

10nos. * 6m hight * 46.1 kg weight/m 14 6 46.1

Top of the Truss (I section 300x140x7.7)@ 46.1kg/m

5nos. * 10m length * 46.1 kg weight/m 7 10 46.1

20% Extra of Truss Weight For Rafter Below Truss Beam

10% Extra of total Weight For Bolting, Belding, Plats etc.

0.0 Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

80x1.20mm thick M.S. laths with 1.20 mm thick top cover 10.6.2

Total area of Rolling shutters 1 4 3 sq.mt. 2533.2

0.9 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 10.16.1

Hot finished welded type tubes

Side of shed (Rectangal Section 100x50x5)@ 6.75 kg/m

4nos. * 80m length * 6.75 kg weight/m 4 80 6.75

Top of shed (Rectangal Section 100x50x3)@ 6.75 kg/m

10nos. * 30m length * 6.75 kg weight/m 10 30 6.75

10% Extra of total Weight For Bolting, Belding, Plats etc.

Total Weight of tubular trusses kg. 123.9

0.9 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.5

Roofing over the structure 1 11 39

Side of the structure 1 96 6

Triangular upper Portion 1 10 1

Shutter deduction -1 4 2

Total area of galvanised iron profile sheets sqm 625.1

0.0 Providing ridges or hips of width 60cm over all width plain GS sheet fixed with polymer coated J or L hooks bolts and nuts 8mm dia GI limpet and bitumen washers complete. 12.6

0.80 mm thick with zinc coating not less than 275 grams per square meter 12.6.1

Total Ridge Top of the Structure 1 39 rmt 599

0.9 Providing and fixing plain GS sheet gutter with iron brackets 40x3 mm size, bolts nuts and washers etc. including making necessary connections with rain water pipes complete. 12

providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete. 12.9

0.80 mm thick with zinc coating not less than 275 grams per square meter 143 / 12.7.1.1

Total GS sheet gutter Both side of structure 2 39 rmt 577.4

0.0 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes.. 152 / 12.51

Total Rain Water Pipe 7 0.0 rmt 201

0.9 18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge 13.19

Total Area of External plaster 2 96 1 sq.mt. 218.2

0.0 Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 13.48

Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m. 13.48.1

Total Paint area sq.mt. 117.3

0.9 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 4.3

Foundations, footings, bases of columns, etc, for mass concrete. 4.3.1

For Footing Type A

Footing Bottom 14 6.4 0.2

Footing Pedestral 14 5.6 0.2

Total sides of the footings sq.mt. 211.1

0.9 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 5.9.5

Longer Plinth Beam 2 38 0.8

Shorter Plinth Beam 7 10 0.8

Total Formwork in Beam sq.mt. 437.5

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

Columns -A (0.6m x 0.4m) Below Ground Level 14 2 0.0

Columns - A (0.6m x 0.4m) Above Ground Level 14 2 1

Total Formwork in Columns sq.mt. 494.4

Add 3% for Electrification and Plumbing Work

Civil works Estimate for Toilet Facitlity at SWM Plant Estimate A-1

Estimate prepared as per ISSR of Department of Urban Administration & Development, Government of Madhya Pradesh; in force from - 2nd August 2021 - (VOLUME II) Building Works

Sr. No. Specifications of Item SOR page no./sr.no. No. Length Width Depth/ Heigth Total quantity Unit Rate (in INR) Amount

0.0 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 2.29.1

Total Surface Dressing /100 sqm 1355.4

0.9 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 2.2.1

All kinds of soil

Below Ground Slab 1 3 2 0

Below longer plinth beam 2 3 0.2 0

Below shorter plinth beam 2 2 0.2 0

Footing 4 1.45 1.45 2.5

Total Excavation cu.mt. 386.6

0.0 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m . 2.9

Moorum/Hard copra 2.9.1

Below Ground Slab 1 3 2 0.15

Below longer plinth beam 2 3 0.2 0

Below shorter plinth beam 2 2 0.2 0

Footing 4 1.45 1.45 0

Total Filling 0.9 cu.mt. 568.6

0.9 Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 2.26

Footing 4 1.45 1.45 2.5

Deduction for PCC in Footing -1 0.47 -0.47

Deduction for RCC in Footing -1 1.1 -1.1

Deduction for Column -1 0.5 -0.5

Total Filling 18.96 cu.mt. 123.5

0.0 Cement Concrete

0.0 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 34 / 4.1

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 34 / 4.1.2

Total PCC 0.47 cu.mt. 4420

0.0 Reinforced Cement Concrete

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.2

Footing Bottom 4 1.05 1.05 0.2

Footing Top 4 0.68 0.7 0.63

Total RCC in Footing 2.08 cu.mt. 5677.2

0.0 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 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 5.33A.2.1

Columns - (0.2m x 0.3m) Below Ground Level 4 0.2 0.3 2.1

Columns - (0.2m x 0.3m) Above Ground Level 4 0.2 0.3 3

Total RCC in Columns cu.mt. 5293.5

0.9 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof 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.2.2

Longer Plinth Beam 2 3 0.2 0.3

Shorter Plinth Beam 2 2 0.2 0.3

Longer Roof Beam 2 3 0.2 0.3

Shorter Roof Beam 2 2 0.2 0.3

Longer Lintel on 200mm wall 2 3 0.2 0

Shorter Lintel on 200mm wall 2 2 0.2 0

Shorter Lintel on 100mm wall 1 2 0.1 0.1

Total RCC in beams cu.mt. 5677.2

0.9 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.2.2

Ground Slab 1 3 2 0.08 0.45

Roof Slab 1 3 2 0.13 0.75

Sun Shede Slab Over Door 1 1.2 0.3 0.08 0.03

Sun Shede Slab Over Ventilator 2 0.9 0.2 0.08 0.03

Total RCC in slab cu.mt. 5677.2

0.0 Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 5.22.7

Thermo Mechanically Treated bars 5.22.7C

Upto Plinth Level Assuming steel @ 100 kg per cub meter 2.08 100 kg

In Columns Assuming steel @ 100 kg per cub meter 1.15 100 kg

In Beams Assuming steel @ 100 kg per cub meter 1.12 100 kg

In Slab Assuming steel @ 100 kg per cub meter 1.1 100 kg

Total Reinforcements in RCC MT 90800

0.9 Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 6.1.14B

Below longer plinth beam 2 3 0.2 0.1

Below shorter plinth beam 2 1.6 0.2 0.1 0.08

Total full Brickwork under Plinth cu.mt. 4540.3

0.0 Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) 6.1.12C

Cement mortar 1:4 (1 cement : 4 coarse sand)

Longer Wall In Super Structure 2 3 0.2 2.7

Shorter Wall In Super Structure 2 1.6 0.2 2.7 2.16

Ventilator V -2 0.75 0.2 0.45

Total 8" Brickwork cu.mt. 5116.3

0.9 Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding 6.18.4B+6.18B

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

4" Internal brickwork wall

Longer Wall In Super Structure 1 2 3

Total 4" Internal brickwork wall sq.mt.

0.0 Wood Work & P.V.C. Works

0.9 Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile.The styles & rails shall be of size75mmx30 mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge sideof the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33mmx17mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding(pushfit type) will be set inside the styles and the rails with acavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tappings crews. Single piece extruded solid PVC lock rail of size 100mmx 30mm with wall thickness 5mm & 15mm integrally extruded in the middle of the lock rail & fixed with styles with the help ofPVCsolventcement&selfdrivenself tappingscrewsof size100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge. 9.124

Door D1 1 1 2.1

Total PVC Sheet sq.mt. 2898.9

0.9 providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 10.13+10.13C

Ventilator V 2 0.75 0.45

Total steel sq.mt.

0.9 Providing and fixing 10mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding,and joints filled with acid and/oralkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.

Acid and alkali resistant tile. 11.21.1.1

Toilet Flooring 1 2.6 1.6

Toilet side Wall 2 5.5 2.1

0.9 12 mm cement plaster of mix 13.11.2

1:4 ( 1 cement: 4 fine sand) 13.11.2

Inner Roof Slab 1 3 2

inner short wall 4 2 3

inner longer wall 2 3 3

Door deduction -1 0.8 2.4

Door Deduction -1 1 2.4

Total of Internal plaster sq.mt. 152.9

0.9 18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge 13.19

Outer Side Wall 1 10 3.3

Door opening -1 1 2.4

Ventilator V -2 0.75 0.45

Total of External plaster sq.mt. 218.2

0.0 Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 13.48.1

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

Total Qty of paint sq.mt. 117.3

0.9 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 4.3.1

Foundations, footings, bases of columns, etc, for mass concrete. 4.3.1

Footing Bottom 4 4.2 0.15

Footing Pedestral 4 3.4 0.15

Column Upto Plith Level 4 1 2.4

Total sides of the footings sq.mt. 211.1

0.9 Suspended floors, roofs, landings, balconies and access platform. 5.9.3

Below Roof Slab 1 3 2

Ventilator V 2 0.9 0.2

Total Formwork in Roof Slab sq.mt. 437.5

0.0 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 5.9.5

Longer Plinth Beam 2 3 0.6

Shorter Plinth Beam 2 2 0.6

Longer Roof Beam 2 3 0.6

Shorter Roof Beam 2 2 0.6

Lintel 1 12 0.2

Total Formwork in Beam sq.mt. 437.5

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

Columns - (0.2m x 0.3m) Above Ground Level 4 1 3

Total Formwork in Columns sq.mt. 494.4

0.0 Building Water Supply

0.9 Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. 18.48

Water Storage Tank On Roof Slab

Water Storage Tank On Roof Slab 1 500

Total Water Storage Tank Liter 9.7

0.0 Sanitary Installation

0.9 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, 40mm flush bend, over flow 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 : 17.3.1

W.C. pan with ISI marked white solid plastic seat and lid 17.3.1

Total W.C. Pan Each 5504.3

0.9 Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm 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 : 17.4

One urinal basin with 5 litre white P.V.C. automatic flushing cistern 17.4.1

0.0 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm. 17.25.6

Total Wash Basin Each 1651.3

Add 10% for electric and Plumbing work

For 2 nos. of toilet block

Name of work:- Cost estimate for "Establishment & commissioning of Material Recovery Facility (MRF) & Waste to Compost Plant (W2C), on EPC mode-1 basis to customize the plant according to size of available land at Silchar, Assam (Re-Tender). NIT No. SMGR-1/12/2023-24/158 Dated 22-12-23."

(Construction of Common Toilet)

SL NO DSR Item DESCRIPTION UNIT QTY. RATE AMOUNT

1 2.6 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. Cum 40.5 Rs.205.45 Rs. 8,321.00

All kinds of soil

2 16.12 16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : Sqm 40.63 607.2 Rs. 24,671.00

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

Footing 1 x 6 x 1.2 x 1.2 = 8.64

Toilets floor 5 x 1 x 1.5 x 1.2 = 9

Common floor 1 x 1 x 3.6 x 1.5 = 5.4

Common floor 1 x 1 x 3.9 x 1.5 = 5.85

3 4.1 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Cum 1.42 Rs. 6,833.40 Rs. 9,703.00

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

4 5.22 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. kg 780.01 Rs.89.65 Rs. 69,928.00

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Striups 8 mm ф 6 x 42 x 0.86 x 0.39 = 84.52

Striups 8 mm ф 3 x 56 x 0.86 x 0.39 = 56.35

Striups 8 mm ф 3 x 26 x 0.86 x 0.39 = 26.16

Striups 8 mm ф 3 x 56 x 0.58 x 0.39 = 38

Striups 8 mm ф 3 x 26 x 0.58 x 0.39 = 17.64

Striups 8 mm ф 4 x 13 x 0.58 x 0.39 = 11.76

5 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Sqm 19.97 Rs.307.95 Rs. 6,150.00

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

Post Base 6 x 4 x 1.1 x 0.15 = 3.96

Footing head 6 x 4 x 2.9 x 0.23 = 16.01

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 27.98 Rs.608.35 Rs. 17,022.00

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 16.56 Rs.804.25 Rs. 13,318.00

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 5.38 Rs.766.55 Rs. 4,124.00

Chajja 2 x 1 x 1.5 x 0.6 = 1.8

6 0.9 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

7 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

8 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cum 2.23 Rs. 6,882.00 Rs. 15,347.00

6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

9 2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. Cum 0.999 Rs.368.65 Rs. 18,557.00

upto plinth 1 x 7.95 x 3.45 x 0.45 = 12.34

Foundations 6 x 1.5 x 1.5 x 3 = 40.5

10 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(Zone III) : 4 graded stone aggregate 20mm nominal size). Sqm 7.87 Rs. 452.25 Rs. 3,559.00

11 6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Sqm 107.66 Rs. 1,018.05 Rs. 1,09,603.00

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

12 0.9 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Post plate(Tie) 3 X 1 X 3.45 X 3.36 = 34.78

13 12.5 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Sqm 46.17 Rs.671.55 Rs. 31,008.00

14 12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : RM 10 Rs.450.60 Rs. 4,506.00

12.51.1 Ridges plain (500 - 600mm).

15 0.000 Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( ± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer - in- charge M 23.25 Rs. 462.25 Rs. 10,747.00

Toilet 1 x 5 x 2 x 1.95 = 19.5

16 0.999 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm ( ± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, Engineerin-charge. sqm 7.31 Rs. 4,018.40 Rs. 29,375.00

9.142.2 Decorative finish (wood grained finish)

17 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix : Sqm 113.01 Rs. 339.70 Rs. 38,389.00

13.2.1 1:4 (1 cement: 4 fine sand)

Toilets 5 x 2 x 1.5 x 1.2 = 18

Common floor 1 x 2 x 3.9 x 1.2 = 9.36

Common floor 1 x 2 x 3.6 x 1.2 = 8.64

Ext. Wall 1 x 2 x 7.95 x 3 = 47.7

18 21.1 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 ........... paid for separately) : kg kg kg

21.1.1 For fixed portion

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

window frame 2 Track 20669 10 x 2 x 0.9 x 0.000 = 9.86

19 21.1.2 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)