Design, Build, Construction of 25 TPD Compost Pit[Windrow] plant under nagar parishad Bodhgaya.

BILL OF QUANTITY (COMPOST PIT WINDROW) BODHGAYA

NAME OF WORK- नगर परिषद बोधगया में 25 TPD COMPOST PIT (WINDROW) का निर्माण कार्य

AMOUNT OF BOQ- Rs. Rs.

SL.No. Item No. Item Of Work Quantity Unit Rate (Rs.) Amount (Rs.)

1 2.32 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) 19110 100 sqm 697.4

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. 19110 100SQM 1355.4

2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 214.56 cum 287.3

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. 2145.56 sqm 283.3

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 214.56 cum 5585.5

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. 194.78 Cum. 360.7

7 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 230.06 Cum. 504.8

8 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 4.1.5. 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20m nominal size) 23.01 cum 3434

5.22 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.TMT-10MM 3895.59 cum 92.6

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) 0.000 cum 4688.3

LEACHATE TREATMENT TANK 2 nos

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.. 80.33 cum 314.9

16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete 20.91 sq.m 504.8

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 4.1.5. 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20m nominal size) 3.14 cum 3434

5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.TMT-10MM 1323 cum 92.6

15 5.9.1 Centringandshuttering includingstrutting,proppingetc. andremoval of form for. Foundations, footings, bases of columns etc. for mass concrete. 3.2 Cum 211.6

16 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 56 sq.m 375.1

5.9.3 Suspended floors, roots, landings, balcnies and access platform. 15.75 sq.m 437.5

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) 14.7 sq.m 4688.3

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. 127.75 sq.m 304.15

18.12.5 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 MM Diameter bore 6 sqm. 476.8

Total cost for 1 unit

Hence for 2 unit

Add 5.36% GST (for 2 unit )

TOILET FACILITY AT SWM PLANT (2NOS)

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 6 100 sqm 1355.4

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 ofbottoms, 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. 21.03 sqm. 360.7

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

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 lea 18.96 sqm. 123.5

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

5.33A.2.2 BCD Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 2.08 cum 5677.2

5.33A.2.1 BCD Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate 1.22 each 5293.5

5.33A.2.2 BCD Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 1.22 each 5677.2

5.33A.2.2 BCD Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 1.26 each 5677.2

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. Thermo-Mechanically Treated bars TMTC-500-12mm dia. 545 each 90.8

6.1.14B Brick work with bricks of class designation 100B in foundations and plinth in : Cement Mortar 1:6 0.2 each 4540.3

6.1.12C Brickwork with flyash bricks as per IS12894 (2002) & IS3495in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) 0.999 sqm. 5116.3

6.18.4B+6.19B Half brick masonry with bricks of class designation 100B in foundations and plinth in : 6 sqm. 654.7

9.124.1 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge. 3.78 sqm. 2898.9

34 10.13+10.13C providing and fixing steel beading of approved shape and section with screws in stread of glaxing clips and met.Sash putty in steel doors, windows, Ventilators and comosite units. 0.68 sqm. 3444.2

35 11.21.1.1 Providing and fixing 10mm thick acid and /oralkali resistant tiles of approved make and colour using acid and / oralkali resisting mortar bedding,and joints filled with acid and /oralkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge. ACID and alkali 25.58 sqm. 1295.7

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

13.19 18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge 29.93 sq.m 218.2

13.48.1 Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 74.81 sq.m 117.3

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

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

5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 14.4 cum 437.5

5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 12 cum 494.4

18.48 Providing and placing on terrace (a tall 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 each 9.7

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 Kg 5504.3

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 : One urinal basin with 5 litre white P.V.C. automatic flushing cistern 2 sqm 3723.2

46 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 kg 1651.3

Total cost for 1 unit

Hence for 2 unit

Add 10% for electricity and Plumbing

OFFICE BUILDING

47 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 21.76 100SQM 1355.21

48 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 ofbottoms, 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 42.417 Cum 360.7

49 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete 9.923 cum 287.3

50 2.26 Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 36.8695 cum 123.5

51 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 0.9376 cum 4420.8

52 5.33A.2.2 BCD Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcdcement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 3.057 cum 5677.2

53 5.33A.2.1 BCD Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M 20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 1.944 cum 5293.5

54 5.33A.2.2 BCD Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 3.042 cum 5677.2

55 5.33A.2.2 BCD Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 7.185 cum 5677.2

56 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. Thermo-Mechanically Treated bars TMTC-500-12mm dia. 1683.66 kg 90.8

57 6.1.14B Brick work with bricks of class designation 100B in foundations and plinth in : Cement Mortar 1:6 0.999 cum 4540.3

58 6.1.12C Brickwork with flyash bricks as per IS12894 (2002) & IS3495in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) 0.000 sqm. 5116.3

59 6.18.4B+6.18B Half brick masonry with bricks of class designation 100B in foundations and plinth in : 0.999 sqm. 654.7

60 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). 0.399 cum 95670.7

61 9.7.1 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick 7.2 sqm 2569.6

62 10.13 providing and fixing steel beading of approved shape and section with screws in stread of glaxing clips and met.Sash putty in steel doors, windows, Ventilators and comosite units. 2.475 sqm. 3038.9

63 11.21.1.1 Providing and fixing 10mm thick acid and /oralkali resistant tiles of approved make and colour using acid and / oralkali resisting mortar bedding,and joints filled with acid and /oralkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge. ACID and alkali 50.56 sqm. 1295.7

64 12.79.2.2 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 6.6 rmt 374.6

65 13.11.2 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) 96.0608 sqm. 152.9

66 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) 0.399 sqm 176.4

67 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 62.27 sq.m 81.2

68 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. 0.000 sq.m 105.4

69 13.48.1 Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 0.000 sqm 117.3

70 4.3.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc, for mass concrete. 27.6 sqm. 211.1

71 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 26.19 sqm. 437.5

72 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 30.92 sqm. 437.5 8348

73 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 18 sqm. 494.4

74 18.48 Providing and placing on terrace (a tall 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 each 9.7

75 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 Kg 5504.3

76 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 : One urinal basin with 5 litre white P.V.C. automatic flushing cistern 1 sqm 3723.2

77 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 kg 1651.3

Add 15% for electrification and plumbing

78 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. 90 Meter 486.8

24.1.1.1 All types of soil - 300 mm dia.

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

24.3.1 100 mm nominal size dia 78 Meter 546.1

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

24.4.1 100 mm nominal size dia 12 Meter 573.1

24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 0.0 cum 1343.2

24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 3 hour 916.8

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

24.14.1 Providing and fixing 100 mm dia M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 1 each 1448.4

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

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 NS NS

87 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 25.12 cum 360.7

88 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 2.36 cum 287.3

89 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate) 0.79 cum 4420.8

90 5.33A.2.2 BCD Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcdcement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 3.74 cum 5677.2

91 5.22.7C Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP TMT 12mm 224.4 kg 90.8

92 6.1.12C Brickwork with flyash bricks as per IS12894 (2002) & IS3495in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) 5.69 Cum 5116.3

93 6.18.4B+6.18B Half brick masonry with bricks of class designation 100B in foundations and plinth in : 1.4 sqm. 655.2

94 13.11.2 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) 18.4 sqm. 152.9

95 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 8.64 sqm. 437.5

96 20.1 mp sor RAIN water harvesting Exacavation for 110 mm 6 rmt 129

TOTAL COST OF 1 UNIT

Hence for 2 unit

PLANT MACHINERY AND EQUIPMENTS

97 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 1 job NS NS

98 As per GEM Portal (lumpsum Shhreder Machine(5 TPH Capacity) 1 Nos NS NS

99 waste sorting Machine with platform, complete 3 Nos NS NS

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

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

102 Double Wheel Barrow 4 Nos NS NS

103 As per CPHEEO Baler Machine Single Cylinder Double Chamber 1 Nos 450000

104 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 1334.25 100SQM 1355.4

105 2.25A Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 895.05 Cum 411.7

106 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 215.68 cum 287.3

107 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. 2156.75 sqm 283.3

108 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) M15 in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. 323.51 cum 4649

109 5.9.1 Centringandshuttering includingstrutting,proppingetc. andremoval of form for. Foundations, footings, bases of columns etc. for mass concrete. 67.05 Cum 211.6

PROCESSING SHED AT SWM PLANT

110 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 300 100SQM 1355.4

111 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 136.08 cum 386.6

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 lea 107.12 cum 123.5

113 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 . 76 cum 568.6

4.1.5 Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level.Cement concrete grade M-20 (Nominal Mix) with 20mm maximum size of stone aggregate) 4.536 cum 4420.8

114 5.33A.2.2 BCD Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcdcement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 12.66 cum 5677.2

116 5.33A.2.1 BCD Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M 20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 11.76 cum 5293.5

117 5.33A.2.2 BCD Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcdcement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 18.72 cum 5677.2

118 5.33A.2.2 BCD Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcdcement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 38 cum 5677.2

119 5.22.7C Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP TMT 12mm 6592.8 kg 90.8

6.1.14B Brick work with bricks of class designation 100B in foundations and plinth in : Cement Mortar 1:6 0.000 cum 4540.3

6.1.12C Brickwork with flyash bricks as per IS12894 (2002) & IS3495in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) 16.72 sqm. 5116.3

122 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. 0.999 kg 95.4

123 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. 12 sqm. 2533.2

124 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 4603.5 kg 123.9

125 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 besupplied 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 sqm. 625.1

126 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 39 rmt 599

127 12.9 143/12.7.1.1 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. 78 rmt 577.4

128 152/12.51 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 58.1 rmt 201

129 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 sqm. 218.2

130 13.38.1 Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 192 sqm. 117.3

131 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 : 33.6 sqm. 211.1

5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 116.8 sqm. 437.5

133 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 98 sqm. 494.4

Add 3% For Electricrification and Plumbing Work

133 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign anddirection of E /l Details of cost for 4 piles of 4 m= 16 mtrs Boring,providing & installing bored cast-in-situ R.C.C Piles 640 Meter 178.3

134 2.28 SupplyingandFillinginplinthwithlocalsandandunderfloorsincluding,watering, ramming consolidating and dressing complete. 10.58 cum 287.3

135 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. 141.03 sqm 283.3

136 5.33A.1 Providing and laying in position machine batched, machine mixed andmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements , excluding the cost of centring, shuttering finishing and reinforcement , M-20 grade reinforced cement concrete All work upto plinth level 36.63 cum 4756.9

137 5.33A.2.1 Providing and laying in position machine batched, machine mixed andmachine vibrated designmix cement concrete of specified grade for reinforced cement concrete structural elements ,excluding the cost of centring, shuttering finishing and reinforcement , M-20 grade reinforced cement concrete 61.8 cum 5293.5

138 5.33A.2.2 BCD Beams, planth beams, girders, bressumers, contilevers Suspended floors lintels roofs andstaircases including spiral staircases , shelves etc.concrete structural elements , excluding the cost of centring , shuttering finishing and reinforcement , M-20 grade reinforced cement concrete 36.9 cum 5677.2

139 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete. 11946.26 kg 92.6

140 6.1.14A Brick work with bricks of class designation 100A in foundation & plinth in with Cement mortar1:6(1 cement : 6 coarse sand ) 349.92 cum 4819.9

141 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 3551.16 sqm 141.5

142 13.78.1+13.79.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.New work (three or more coats) 3551.16 sqm 119.8

143 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for 1014.8 sqm 404.7

144 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc.with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. 4132.8 kg 144.5

145 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 128.03 sqm 116.5

146 10.43 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 586 Meter 272.6

147 10.32.2 Steel work welded in built up sections / framed work including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required. Ingratings , frames ,guardbar, ladders, railings,brackts.gates & similar works. 835.2 kg 114.6

148 CARRIAGE OF MATERIAL 0

Bricks 158.27 th 967

Coarse Sand 368.27 m3 369.25

Local Sand 270.32 m3 326.6

Stone chips 426.28 m3 769.67

149 SEIGNIORAGE FEE OF MATERIAL

Bricks 158.27 th 485.2

Coarse Sand 368.27 m3 17.58

Local Sand 270.32 m3 14.19

Stone chips 426.28 m3 59.54

GRAND TOTAL 19601874

Financial Sheet

* note:-Bidder have to compulsory fill all green coloured cells

Name Of Work नगर परिषद बोधगया में 25 TPD COMPOST PIT (WINDROW) का निर्माण कार्य

Adddress of Bidder

Part - A (SOR Items), BOQ attached with the Bid Document

नगर परिषद बोधगया में 25 TPD COMPOST PIT (WINDROW) का निर्माण कार्य Rs.1,96,01,874.00

Quoted rate in Percentage (In Figure)

Quoted rate in Percentage (In Words)

ABOVE / BELOW / AT PAR

Quoted Amount after Above/Below

Part - B (Non- Schedule Items) Quoted rate should be inclusive of all taxes,GST etc Qty Rate(In Rs) Amt (In Rs)

1 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

2 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 1

3 Shhreder Machine(5 TPH Capacity) 1

4 waste sorting Machine with platform, complete 3

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

6 Trommel (6mm) Vibro Screen for screening with capacity 2 TPH. of with manual loading and with Bagging System with Hopper, Conveyor, screening including related civil works, electrification complete 1

7 Double Wheel Barrow 4

Total Amount Of Non SOR Items

Total Quoted Amount (Part A + Part B)