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

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SL.No. SOR Item No. ITEM OF WORK Quantity Unit Rate (Rs.) Amount (Rs.)

1 2.3.2 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) 4250.000 sqm 6.97 29,622.50

2 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, leadb 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. 4250.000 cum 13.55 57,587.50

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 176.800 cum 287.3 50,794.64

4 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. 1768.000 sqm 283.3 500,874.40

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 176.800 cum 5585.5 987,516.40

Total Amount ( By multiplying factor 5.36% on BCD items as per new GST Rule) 87,174.80

6 BOUNDARY WALL

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 211.240 Cum. 360.7 76,194.60

7 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete 22.760 Cum. 287.3 6,405.87

8 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. 226.660 sq.m 283.3 64,212.82

9 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 ) 185.460 cum 5017.90 930611.42

10 13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) 2015.000 sq.m 152.9 308,093.53

11 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. 2015.000 sq.m 70.5 142,057.50

12 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) 112.460 cum 4688.3 527,240.94

13 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. 292.100 sq.m 211.6 61,808.02

14 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts 399.820 sq.m 494.4 197,671.72

15 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 81.410 sq.m 404.7 32,946.53

16 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 8.360 sq.m 3653 30,542.73

17 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. 10121.300 KG 92.6 937,232.26

18 13.32.2 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. 2178.080 KG 114.6 249,607.74

19 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) 149.990 sq.m 83.5 12,524.32

20 Carriage of Materials

(i) Bricks- 98925.98 Thousand 867.61 85,829.17

(ii) Local Sand - 26.16 cum 310.32 8,117.94

(iii) Stone Chips - 95.59 cum 3252.4 310,897.06

(v) Disposa(3km) 84.50 cum 310.14 26,205.70

21 Add Difference of Costs

(i) Brick 98925.98 Thousand 369.27 36,530.40

22 Add cost of signboard 1.0 each 5000.0 5000.00

Add 6 % ( By multiplying factor 5.36% on BCD items as per new GST Rule) 220,011.01

23 Seigniorage fees

(i) Coars Sand 95.59 Cum 17.58 1,680.47

(ii) Stone Aggregate 95.59 Cum 83.6 7,991.32

(iii) Bricks- 98925.98 Thousand 512.8 50,729.24

(iv) Local Sand - 26.16 Cum 14.18 370.95

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. 549.400 CUM 360.7 198,168.58

25 16.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 181.140 sqm. 504.8 91,439.47

26 4.1 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 20m nominal size) 60.380 CUM 3434 207,344.92

27 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. 7492.500 KG 92.6 693,805.50

28 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) 99.900 CUM 4688.3 468,361.17

Add 6 % ( By multiplying factor 5.36% on BCD items as per new GST Rule) 88,928.81

29 LECHATE TANK

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 110.250 cum 314.9 34,717.73

30 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 41.820 sqm 504 21,077.28

31 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) 6.270 cum 3434.00 21,541.48

32 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. 2646.000 KG 92.60 245,019.60

33 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete 6.400 sqm 211.60 1,354.24

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 112.000 sqm 375.10 42,011.20

5.9.3 Suspended floors, roofs, landings, balconies and access platform 31.500 sqm. 437.5 13,781.25

34 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 :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size 29.400 cum 4688.3 137,836.02

35 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. 255.500 sqm. 304.15 77,710.33

36 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 6.000 m 476.8 2,860.80

Total Amount ( By multiplying factor 5.36% on BCD items as per new GST Rule) 32,047.97

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 0.060 sqm 1355.4 81.00

38 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 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. 21.030 cu.mt. 386.6 8,128.00

39 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 0.900 cu.mt. 568.6 512.00

40 2.26 Filling available excavated earth(excludingrock) intrenches,plinth,sidesoffoundations etc. in layers not exceeding 20cm in depth : consolidating eachdeposited layer by ramming and watering lead 18.960 cu.mt. 123.5 2,342.00

41 34/4.1.2 Providing and laying in position Cement Concrete ofspecific grade, excluding the cost of shuttering & centering. All works up to plinth level. 0.470 cu.mt. 4420 2,077.00

42 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. 2.080 cu.mt. 5677.2 11,809.00

43 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. 1.220 cu.mt. 5293.5 6,479.00

44 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. 1.220 cu.mt. 5677.2 6,926.00

45 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. 1.260 cu.mt. 5677.2 7,153.00

46 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. 0.550 MT 90800 49,486.00

6.1.14B Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.200 cu.mt. 4540.3 908.00

48 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 ) 4.850 cu.mt. 5116.3 24,788.00

49 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 6.000 sq.mt. 654.7 3,928.00

50 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. 3.780 sq.mt. 2898.9 10,958.00

51 10.13+ 10.13c providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 0.680 sq.mt. 3444.2 2,325.00

52 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. 25.580 sq.mt. 1295.7 33,144.00

53 13.11.2 12 mm cement plaster of mix 1:4 43.680 sq.mt. 152.9 6,679.00

54 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 29.930 sq.mt. 218.2 6,530.00

55 13.48.1 Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 74.810 sq.mt. 117.3 8,776.00

56 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 : 14.160 sq.mt. 211.1 2,989.00

57 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 6.360 sq.mt. 437.5 2,783.00

58 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 14.400 sq.mt. 437.5 6,300.00

59 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 6.000 sq.mt. 494.4 2,944.00

60 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. 500.000 Liter. 9.7 4,850.00

61 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 : 1.000 each 5504.3 5,504.00

62 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 : 2.000 each 3723.2 7,446.00

63 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. 1.000 each 1651.3 1,651.00

total toilet Amount = 2,27,496.00 For 2 nos. of toilet block = 2 x 2,27,496.00 = 4,54,992.00 227,496.00

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 0.220 /100sqm 1355.21 295.00

65 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. 42.420 cu.mt. 386.6 16,398.00

66 2.91 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 . 9.920 cu.mt. 568.6 5,642.00

67 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 36.870 cu.mt. 123.5 4,553.00

68 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. 0.940 cu.mt. 4420 4,144.00

69 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. 3.060 cu.mt. 5677.2 17,355.00

70 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. 1.940 cu.mt. 5293.5 10,291.00

71 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. 3.040 cu.mt. 5677.2 17,270.00

72 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. 7.190 cu.mt. 5677.2 40,791.00

73 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. 1683.660 kg 90.8 152,876.00

74 6.1.14b Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.440 cu.mt. 4540.3 1,980.00

75 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 ) 10.190 cu.mt. 5116.3 52,130.00

76 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 8.950 sq.mt. 654.7 5,860.00

77 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). 0.160 cu.mt. 95670.70 14,982.00

78 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: 7.200 sq.mt. 2569.60 18,501.00

79 10.13 providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 2.480 sq.mt. 3038.90 7,521.00

80 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. 50.560 sq.mt. 1295.70 65,511.00

81 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. 6.600 rmt 374.60 2,472.00

82 13.11.2 12 mm cement plaster of mix 96.060 sq.mt. 152.90 14,688.00

83 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) 62.270 sq.mt. 176.40 10,984.00

84 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 62.270 sq.mt. 81.20 5,056.00

85 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. 158.330 sq.mt. 105.40 16,688.00

86 13.48.1 Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications 158.330 sq.mt. 117.30 18,573.00

87 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 : 27.600 sq.mt. 211.10 5,826.00

88 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 26.190 sq.mt. 437.50 11,458.00

89 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 30.920 sq.mt. 437.50 8,348.00

90 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 18.000 sq.mt. 494.40 8,899.00

91 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. 1000.000 Liter. 9.70 9,700.00

92 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 : 1.000 each 5504.30 5,504.00

93 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 : 1.000 each 3723.20 3,723.00

94 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. 1.000 each 1651.30 1,651.00

95 PROCESSING SHED

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 3.000 sqm 1355.4 4,066.00

96 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 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. 136.080 cu.mt. 386.6 52,609.00

97 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 76.000 cu.mt. 568.6 43,214.00

98 2.26 Filling available excavated earth(excludingrock) intrenches,plinth,sidesoffoundations etc. in layers not exceeding 20cm in depth : consolidating eachdeposited layer by ramming and watering lead 107.120 cu.mt. 123.5 13,229.00

99 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) 4.540 cum 4420.00 20,249.00

100 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. 12.660 cu.mt. 5677.2 71,851.00

101 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. 11.760 cu.mt. 5293.5 62,252.00

102 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. 18.720 cu.mt. 5677.2 106,277.00

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. 38.000 cu.mt. 5677.2 215,733.60

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. 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. 6592.800 kg 90.8 598,626.24

6.1.14B Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 4.150 cu.mt. 4540.3 18,851.00

106 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 ) 16.720 cu.mt. 5116.3 85,545.00

107 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 9371.210 kg 95.4 894,013.24

108 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 12.000 sq.mt. 2533.2 30,398.00

109 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 4603.500 kg 123.9 570,373.65

110 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. 1007.000 sqm 625.1 629,475.70

111 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 washers complete.0.80 mm thick with zinc coating not less than 275 grams per square meter 39.000 rmt 599 23,361.00

112 143/12.7.1.1 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 73.000 rmt 577.4 45,037.00

113 152/12.51 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.. 58.100 rmt 201 11,678.00

114 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 192.000 sqm 218.2 41,894.00

115 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. 192.000 sqm 117.3 22,322.00

116 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 : 33.600 sqm 211.6 7,093.00

117 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 116.800 sqm 437.5 51,100.00

118 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts 98.000 sqm 494.4 48,451.00

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 486.80 43,812.00

120 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 546.10 42,595.80

121 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 573.10 6,877.20

122 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. 3.0 cum 1,343.20 4,029.60

123 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 916.80 2,750.40

124 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 210.70 210.70

125 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 1,448.40 1,448.40

126 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 228.30 228.30

127 Market rate 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 26,446.00 26,446.00

128 SEPTIC TANK

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 25.120 sqm 1355.4 34,048.00

129 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 2.360 cu.mt. 568.6 1,340.00

130 4.1.2 Providing and laying in position Cement Concrete ofspecific grade, excluding the cost of shuttering & centering. All works up to plinth level. 0.790 cu.mt. 4420 3,497.00

131 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. 3.740 cu.mt. 5677.2 21,233.00

132 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. 224.400 kg 90.8 20,376.00

133 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 ) 5.690 cu.mt. 5116.3 29,112.00

134 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 1.400 sq.mt. 654.7 917.00

134 13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) 18.400 sq.m 152.9 2,811.00

135 5.9.3 Suspended floors, roofs, landings, balconies and access platform 8.640 SQM 437.5 3,780.00

136 20.1 Excavation for 110mm 6.000 Rm 129 774.00

As per GEM Portal (lumpsum) 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

138 As per GEM Portal (lumpsum) 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

139 As per GEM Portal (lumpsum) 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

140 As per CPHEEO Single Cylinder Double Chamber - - - 450000

141 As per GEM Portal (lumpsum) Single Cylinder Double Chamber 4 NOS - 15000

2.03 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 0.09 Hectare 179690.6 16980.76

143 3.03 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. 405 cum 208.1 84280.5

144 4.01A 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. 135 cum 1474.4 199044

145 6.01 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 67.5 cum 2930.9 197836

146 6.02 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 135 cum 5917.5 798863

147 SANITARY FITTING

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000 Each 9.7

148 9.101.2 Twin rubber stopper 1.00 Each 60.80 61.00

149 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1.00 Each 4470.90 4471.00

150 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid 1.00 Each 5504.30 5504.00

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 4.00 Each 3723.20 14893.00

17.24 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 1.00 Each 2444.10 2444.00

18.9 Providing and fixing citycpeger

151 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 4.00 Each 3723.20 14893.00

152 17.24 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 1.00 Each 2444.10 2444.00

154 18.17.1 Gate valve c.i wheel 25 mm 1 Each 532.3 532.00

157 18.49 c.p.Bress fib . Cock 5 Each 434.2 2171.00

158 17.7.3 providing and fixing white ritears hand wash basin 550x400 with brass pillar cock 2 Each 2530.3 5061.00

159 19.30.1 Brick manary brick chamber 3 Each 4266.8 12800.00

160 18.65 soop dish holder 3 Each 96.8 290.00

161 17.73.2 600mm bring to web rait 6 Each 424 2544.00

162 18.75.3 250 mm PTMT extention Nipple fo water fan k 4 Each 100.6 402.40

163 18.78 making chases upto 75x75 cm in walls including making good cud finshed 1 Each 85.4 85.40

164 18.89 Slup Coupling Socket Each

18.89.1 15.58mm outer dia 2 Each 73.6 147.20

18.89.2 22.22mm outer dia 6 Each 93.7 562.20

18.89.3 25.58mm outer dia 4 Each 127.1 508.40

18.90.1 15.88 mm outer dia 3 Each 87 261.00

18.90.2 22.22 mm outer dia 2 Each 93.7 187.40

18.90.3 28.58 mm outer dia 4 Each 140.5 562.00

166 18.91 Reducing flbow 900

167 18.92 Equal die

168 18.93 Reducing die 2

169 Estimate for Provision with Electrical Wiring Installation in….....

1.3 Wiring for light point/Fan call bril point with 1.5 sq. 10m PVC in Insulated copper condicter single core cable in surface/recessed PVC Conduit with Modular type switch modular plate suitable Size G.I. box etc. as requred.

Batten Holder Point 5

T. Light point 3

Celling Fan point 3

Total points 14

1.1.3 Total points 14 Each 1120.00 15680.00

170 1.31 Supplyong Fixing suitable size G.I box modular plate and cover in front on surface or recess including providing and fixing 5 pin 5/6 amps modular socket outlet and 5/6 amps modular type switch connection painting etc. as requueied (for light plug to be used in non resdential building) 2.00 Each 414.00 828.00

171 1.5 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 3.00 P.mtrs. 309.00 927.00

172 1.31+1.32+1.21 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 6/32 amps, Single pole 4.00 Each 1047.00 4188.00

173 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 40.00 P.mtrs. 201.00 8040.00

174 2.12.1 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

6/32 amps, Single pole 5.00 Each 237.00 1185.00

175 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.7 50/63 amps, Tripole pole and neutral 5.00 Each 1859.00 9295.00

176 1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 200.00 Each 64.00 12800.00

178 1.37 Supplying and fixing Ding-Dong call bell suitable for single phase, 230 volts complete as required. 1.00 Each 240.00 240.00

179 5.5 Supplying and fixing following powder coated batten for 28 watt T5 flourescent tube complete with electronics ballast and lamp etc. directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. Single 15.00 Each 1232.00 18480.00

180 5.11 Supplying and fixing recess mounted 18 watt LED vertical downlighter complete with all accessories and replaceable electronic driver, directly on false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. 6.00 Each 1340.00 8040.00

181 5.12 Supplying and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. 6.00 Each 1114.00 6684.00

182 2.19 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. 8.00 Each 1513.00 12104.00

183 8.11 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq 4.00 Each 967.00 3868.00

184 8.19 Supply and installation of 400 mm, 230 v A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required. 1.00 Each 3670.00 3670.00

185 8.17.1 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. 1.00 Each 2572.00 2572.00

186 Carriage of Materials

(I) Bricks- 88724.66 Thousand 867.61 76,978.40

(II) Local Sand - 206.63 cum 310.32 64,120.39

(III) Stone Chips - 386.02 cum 3658.2 1,412,149.86

187 Add Difference of Costs

Brick 88724.66 Thousand 369.27 32,763.00

188 Add cost of signboard 1.0 each 3403.4 3403.00

189 Seigniorage fees

(I) Coars Sand 386.02 Cum 17.58 6,786.29

(II) Stone Aggregate 386.02 Cum 59.536 22,982.27

(III) Bricks- 88724.66 Thousand 512.8 45,498.01

(IV) Local Sand - 206.63 Cum 14.185 2,929.97

TOTAL 19,712,706

SR NO. DESCRIPTION QTTY TOTAL CAPEX COST INCLUDING GST (IN FIGURES)

1 Design, build, construct, install and commissioning of compost plant of 10 TPD for wet waste 1

Total CAPEX Cost Including GST ( In Words)

BILL OF QUATNTITY OF WINDROW COMPOST PIT UNDER NAGAR PARISHAD SURAJGARHA

Name of Bidder :-

Amount of BOQ :-Rs. Earnest Money :- Rs.

Cost of BOQ :-Rs

Bid Procesing Fee (to be paid though online mode) :-Rs

NIT Information Issued

Last DATE/Time of BOQ Downloading

Prebid Meeting Time, Place/Date

Place : Office of EO

Last Date/Time of Tender Upload By contractor

Opening Date/Time of Fincial Bid

Last Date/Time and Place for Submission of Earnest Money With all Original Affidavit, Original BOQ &Bank Draft For Cost of BOQ.

SL.No. SOR Item No. ITEM OF WORK Quantity Unit Rate (Rs.) Amount (Rs.)

1 2.3.2 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) 4250.000 sqm 6.97 29,622.50

2 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, leadb 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. 4250.000 cum 13.55 57,587.50

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 176.800 cum 287.3 50,794.64

4 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. 1768.000 sqm 283.3 500,874.40

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 176.800 cum 5585.5 987,516.40

Total Amount ( By multiplying factor 5.36% on BCD items as per new GST Rule) 87,174.80

6 BOUNDARY WALL

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 211.240 Cum. 360.7 76,194.60

7 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete 22.760 Cum. 287.3 6,405.87

8 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. 226.660 sq.m 283.3 64,212.82

9 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 ) 185.460 cum 5017.90 930611.42

10 13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) 2015.000 sq.m 152.9 308,093.53

11 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. 2015.000 sq.m 70.5 142,057.50

12 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) 112.460 cum 4688.3 527,240.94

13 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. 292.100 sq.m 211.6 61,808.02

14 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts 399.820 sq.m 494.4 197,671.72

15 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 81.410 sq.m 404.7 32,946.53

16 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 8.360 sq.m 3653 30,542.73

17 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. 10121.300 KG 92.6 937,232.26

18 13.32.2 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. 2178.080 KG 114.6 249,607.74

19 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) 149.990 sq.m 83.5 12,524.32

20 Carriage of Materials

(i) Bricks- 98925.98 Thousand 867.61 85,829.17

(ii) Local Sand - 26.16 cum 310.32 8,117.94

(iii) Stone Chips - 95.59 cum 3252.4 310,897.06

(v) Disposa(3km) 84.50 cum 310.14 26,205.70

21 Add Difference of Costs

(i) Brick 98925.98 Thousand 369.27 36,530.40

22 Add cost of signboard 1.0 each 5000.0 5000.00

Add 6 % ( By multiplying factor 5.36% on BCD items as per new GST Rule) 220,011.01

23 Seigniorage fees

(i) Coars Sand 95.59 Cum 17.58 1,680.47

(ii) Stone Aggregate 95.59 Cum 83.6 7,991.32

(iii) Bricks- 98925.98 Thousand 512.8 50,729.24

(iv) Local Sand - 26.16 Cum 14.18 370.95

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. 549.400 CUM 360.7 198,168.58

25 16.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 181.140 sqm. 504.8 91,439.47

26 4.1 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 20m nominal size) 60.380 CUM 3434 207,344.92

27 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. 7492.500 KG 92.6 693,805.50

28 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) 99.900 CUM 4688.3 468,361.17

Add 6 % ( By multiplying factor 5.36% on BCD items as per new GST Rule) 88,928.81

29 LECHATE TANK

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 110.250 cum 314.9 34,717.73

30 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 41.820 sqm 504 21,077.28

31 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) 6.270 cum 3434.00 21,541.48

32 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. 2646.000 KG 92.60 245,019.60

33 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete 6.400 sqm 211.60 1,354.24

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 112.000 sqm 375.10 42,011.20

5.9.3 Suspended floors, roofs, landings, balconies and access platform 31.500 sqm. 437.5 13,781.25

34 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 :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size 29.400 cum 4688.3 137,836.02

35 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. 255.500 sqm. 304.15 77,710.33

36 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 6.000 m 476.8 2,860.80

Total Amount ( By multiplying factor 5.36% on BCD items as per new GST Rule) 32,047.97

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 0.060 sqm 1355.4 81.00

38 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 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. 21.030 cu.mt. 386.6 8,128.00

39 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 0.900 cu.mt. 568.6 512.00

40 2.26 Filling available excavated earth(excludingrock) intrenches,plinth,sidesoffoundations etc. in layers not exceeding 20cm in depth : consolidating eachdeposited layer by ramming and watering lead 18.960 cu.mt. 123.5 2,342.00

41 34/4.1.2 Providing and laying in position Cement Concrete ofspecific grade, excluding the cost of shuttering & centering. All works up to plinth level. 0.470 cu.mt. 4420 2,077.00

42 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. 2.080 cu.mt. 5677.2 11,809.00

43 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. 1.220 cu.mt. 5293.5 6,479.00

44 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. 1.220 cu.mt. 5677.2 6,926.00

45 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. 1.260 cu.mt. 5677.2 7,153.00

46 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. 0.550 MT 90800 49,486.00

6.1.14B Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.200 cu.mt. 4540.3 908.00

48 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 ) 4.850 cu.mt. 5116.3 24,788.00

49 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 6.000 sq.mt. 654.7 3,928.00

50 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. 3.780 sq.mt. 2898.9 10,958.00

51 10.13+ 10.13c providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 0.680 sq.mt. 3444.2 2,325.00

52 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. 25.580 sq.mt. 1295.7 33,144.00

53 13.11.2 12 mm cement plaster of mix 1:4 43.680 sq.mt. 152.9 6,679.00

54 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 29.930 sq.mt. 218.2 6,530.00

55 13.48.1 Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 74.810 sq.mt. 117.3 8,776.00

56 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 : 14.160 sq.mt. 211.1 2,989.00

57 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 6.360 sq.mt. 437.5 2,783.00

58 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 14.400 sq.mt. 437.5 6,300.00

59 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 6.000 sq.mt. 494.4 2,944.00

60 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. 500.000 Liter. 9.7 4,850.00

61 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 : 1.000 each 5504.3 5,504.00

62 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 : 2.000 each 3723.2 7,446.00

63 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. 1.000 each 1651.3 1,651.00

total toilet Amount = 2,27,496.00 For 2 nos. of toilet block = 2 x 2,27,496.00 = 4,54,992.00 227,496.00

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 0.220 /100sqm 1355.21 295.00

65 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. 42.420 cu.mt. 386.6 16,398.00

66 2.91 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 . 9.920 cu.mt. 568.6 5,642.00

67 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 36.870 cu.mt. 123.5 4,553.00

68 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. 0.940 cu.mt. 4420 4,144.00

69 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. 3.060 cu.mt. 5677.2 17,355.00

70 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. 1.940 cu.mt. 5293.5 10,291.00

71 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. 3.040 cu.mt. 5677.2 17,270.00

72 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. 7.190 cu.mt. 5677.2 40,791.00

73 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. 1683.660 kg 90.8 152,876.00

74 6.1.14b Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.440 cu.mt. 4540.3 1,980.00

75 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 ) 10.190 cu.mt. 5116.3 52,130.00

76 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 8.950 sq.mt. 654.7 5,860.00

77 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). 0.160 cu.mt. 95670.70 14,982.00

78 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: 7.200 sq.mt. 2569.60 18,501.00

79 10.13 providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 2.480 sq.mt. 3038.90 7,521.00

80 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. 50.560 sq.mt. 1295.70 65,511.00

81 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. 6.600 rmt 374.60 2,472.00

82 13.11.2 12 mm cement plaster of mix 96.060 sq.mt. 152.90 14,688.00

83 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) 62.270 sq.mt. 176.40 10,984.00

84 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 62.270 sq.mt. 81.20 5,056.00

85 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. 158.330 sq.mt. 105.40 16,688.00

86 13.48.1 Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications 158.330 sq.mt. 117.30 18,573.00

87 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 : 27.600 sq.mt. 211.10 5,826.00

88 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 26.190 sq.mt. 437.50 11,458.00

89 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 30.920 sq.mt. 437.50 8,348.00

90 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 18.000 sq.mt. 494.40 8,899.00

91 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. 1000.000 Liter. 9.70 9,700.00

92 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 : 1.000 each 5504.30 5,504.00

93 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 : 1.000 each 3723.20 3,723.00

94 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. 1.000 each 1651.30 1,651.00

95 PROCESSING SHED

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 3.000 sqm 1355.4 4,066.00

96 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 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. 136.080 cu.mt. 386.6 52,609.00

97 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 76.000 cu.mt. 568.6 43,214.00

98 2.26 Filling available excavated earth(excludingrock) intrenches,plinth,sidesoffoundations etc. in layers not exceeding 20cm in depth : consolidating eachdeposited layer by ramming and watering lead 107.120 cu.mt. 123.5 13,229.00

99 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) 4.540 cum 4420.00 20,249.00

100 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. 12.660 cu.mt. 5677.2 71,851.00

101 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. 11.760 cu.mt. 5293.5 62,252.00

102 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. 18.720 cu.mt. 5677.2 106,277.00

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. 38.000 cu.mt. 5677.2 215,733.60

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. 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. 6592.800 kg 90.8 598,626.24

6.1.14B Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 4.150 cu.mt. 4540.3 18,851.00

106 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 ) 16.720 cu.mt. 5116.3 85,545.00

107 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 9371.210 kg 95.4 894,013.24

108 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 12.000 sq.mt. 2533.2 30,398.00

109 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 4603.500 kg 123.9 570,373.65

110 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. 1007.000 sqm 625.1 629,475.70

111 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 washers complete.0.80 mm thick with zinc coating not less than 275 grams per square meter 39.000 rmt 599 23,361.00

112 143/12.7.1.1 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 73.000 rmt 577.4 45,037.00

113 152/12.51 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.. 58.100 rmt 201 11,678.00

114 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 192.000 sqm 218.2 41,894.00

115 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. 192.000 sqm 117.3 22,322.00

116 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 : 33.600 sqm 211.6 7,093.00

117 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 116.800 sqm 437.5 51,100.00

118 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts 98.000 sqm 494.4 48,451.00

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 486.80 43,812.00

120 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 546.10 42,595.80

121 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 573.10 6,877.20

122 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. 3.0 cum 1,343.20 4,029.60

123 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 916.80 2,750.40

124 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 210.70 210.70

125 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 1,448.40 1,448.40

126 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 228.30 228.30

127 Market rate 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 26,446.00 26,446.00

128 SEPTIC TANK

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 25.120 sqm 1355.4 34,048.00

129 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 2.360 cu.mt. 568.6 1,340.00

130 4.1.2 Providing and laying in position Cement Concrete ofspecific grade, excluding the cost of shuttering & centering. All works up to plinth level. 0.790 cu.mt. 4420 3,497.00

131 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. 3.740 cu.mt. 5677.2 21,233.00

132 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. 224.400 kg 90.8 20,376.00

133 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 ) 5.690 cu.mt. 5116.3 29,112.00

134 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 1.400 sq.mt. 654.7 917.00

134 13.11.2 Cement plaster in course sand 12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand) 18.400 sq.m 152.9 2,811.00

135 5.9.3 Suspended floors, roofs, landings, balconies and access platform 8.640 SQM 437.5 3,780.00

136 20.1 Excavation for 110mm 6.000 Rm 129 774.00

As per GEM Portal (lumpsum) 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

138 As per GEM Portal (lumpsum) 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

139 As per GEM Portal (lumpsum) 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

140 As per CPHEEO Single Cylinder Double Chamber - - - 450000

141 As per GEM Portal (lumpsum) Single Cylinder Double Chamber 4 NOS - 15000

2.03 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 0.09 Hectare 179690.6 16980.76

143 3.03 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. 405 cum 208.1 84280.5

144 4.01A 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. 135 cum 1474.4 199044

145 6.01 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 67.5 cum 2930.9 197836

146 6.02 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 135 cum 5917.5 798863

147 SANITARY FITTING

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000 Each 9.7

148 9.101.2 Twin rubber stopper 1.00 Each 60.80 61.00

149 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1.00 Each 4470.90 4471.00

150 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid 1.00 Each 5504.30 5504.00

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 4.00 Each 3723.20 14893.00

17.24 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 1.00 Each 2444.10 2444.00

18.9 Providing and fixing citycpeger

151 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 4.00 Each 3723.20 14893.00

152 17.24 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 1.00 Each 2444.10 2444.00

154 18.17.1 Gate valve c.i wheel 25 mm 1 Each 532.3 532.00

157 18.49 c.p.Bress fib . Cock 5 Each 434.2 2171.00

158 17.7.3 providing and fixing white ritears hand wash basin 550x400 with brass pillar cock 2 Each 2530.3 5061.00

159 19.30.1 Brick manary brick chamber 3 Each 4266.8 12800.00

160 18.65 soop dish holder 3 Each 96.8 290.00

161 17.73.2 600mm bring to web rait 6 Each 424 2544.00

162 18.75.3 250 mm PTMT extention Nipple fo water fan k 4 Each 100.6 402.40

163 18.78 making chases upto 75x75 cm in walls including making good cud finshed 1 Each 85.4 85.40

164 18.89 Slup Coupling Socket Each

18.89.1 15.58mm outer dia 2 Each 73.6 147.20

18.89.2 22.22mm outer dia 6 Each 93.7 562.20

18.89.3 25.58mm outer dia 4 Each 127.1 508.40

18.90.1 15.88 mm outer dia 3 Each 87 261.00

18.90.2 22.22 mm outer dia 2 Each 93.7 187.40

18.90.3 28.58 mm outer dia 4 Each 140.5 562.00

166 18.91 Reducing flbow 900

167 18.92 Equal die

168 18.93 Reducing die 2

169 Estimate for Provision with Electrical Wiring Installation in….....

1.3 Wiring for light point/Fan call bril point with 1.5 sq. 10m PVC in Insulated copper condicter single core cable in surface/recessed PVC Conduit with Modular type switch modular plate suitable Size G.I. box etc. as requred.

Batten Holder Point 5

T. Light point 3

Celling Fan point 3

Total points 14

1.1.3 Total points 14 Each 1120.00 15680.00

170 1.31 Supplyong Fixing suitable size G.I box modular plate and cover in front on surface or recess including providing and fixing 5 pin 5/6 amps modular socket outlet and 5/6 amps modular type switch connection painting etc. as requueied (for light plug to be used in non resdential building) 2.00 Each 414.00 828.00

171 1.5 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 3.00 P.mtrs. 309.00 927.00

172 1.31+1.32+1.21 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 6/32 amps, Single pole 4.00 Each 1047.00 4188.00

173 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 40.00 P.mtrs. 201.00 8040.00

174 2.12.1 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

6/32 amps, Single pole 5.00 Each 237.00 1185.00

175 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.7 50/63 amps, Tripole pole and neutral 5.00 Each 1859.00 9295.00

176 1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 200.00 Each 64.00 12800.00

178 1.37 Supplying and fixing Ding-Dong call bell suitable for single phase, 230 volts complete as required. 1.00 Each 240.00 240.00

179 5.5 Supplying and fixing following powder coated batten for 28 watt T5 flourescent tube complete with electronics ballast and lamp etc. directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. Single 15.00 Each 1232.00 18480.00

180 5.11 Supplying and fixing recess mounted 18 watt LED vertical downlighter complete with all accessories and replaceable electronic driver, directly on false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. 6.00 Each 1340.00 8040.00

181 5.12 Supplying and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. 6.00 Each 1114.00 6684.00

182 2.19 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. 8.00 Each 1513.00 12104.00

183 8.11 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq 4.00 Each 967.00 3868.00

184 8.19 Supply and installation of 400 mm, 230 v A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required. 1.00 Each 3670.00 3670.00

185 8.17.1 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. 1.00 Each 2572.00 2572.00

186 Carriage of Materials

(I) Bricks- 88724.66 Thousand 867.61 76,978.40

(II) Local Sand - 206.63 cum 310.32 64,120.39

(III) Stone Chips - 386.02 cum 3658.2 1,412,149.86

187 Add Difference of Costs

Brick 88724.66 Thousand 369.27 32,763.00

188 Add cost of signboard 1.0 each 3403.4 3403.00

189 Seigniorage fees

(I) Coars Sand 386.02 Cum 17.58 6,786.29

(II) Stone Aggregate 386.02 Cum 59.536 22,982.27

(III) Bricks- 88724.66 Thousand 512.8 45,498.01

(IV) Local Sand - 206.63 Cum 14.185 2,929.97

TOTAL 19,712,706

SR NO. DESCRIPTION QTTY TOTAL CAPEX COST INCLUDING GST (IN FIGURES)

1 Design, build, construct, install and commissioning of compost plant of 10 TPD for wet waste 1

Total CAPEX Cost Including GST ( In Words)