Design, Build, construct, install, commissioning of compost plant of 10 TPD for wet waste along with operation and maintenance of plant for 5 years.(GROUP-02)

Detailed Estimated Cost of Construction of Road and Drain at Matan Bigha Mahadalit Tola Ward No-30, Under Gaya Nagar Nigam, District-Gaya.

(A) P.C.C. Road

Sl. No. S.O.R Items of Work Qty. Unit Rate Amount ft 450

No L B D Total m 137.16

1 15.2.1 BCD Demolishing cement concrete including disposal of material within 50 metre lead:1:3:6 or richer mix 0 M³ 970.9 0.00

2 Disposal of excavated material , soil, mud etc. 0.0 M³ #REF! #REF!

Qty. vide item No. 1 0.00 M³

125 % of qty. of item1. 0 125 = 0.00 M³

3 2.8.1 BCD Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil. 0.00 M³ 360.70 0.0

4 16.78.3 BCD Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 0.00 M³ 1270.00 0.0

5 16.80 BCD 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 specifications, 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, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer- in-charge. 0.00 M³ 2054.30 0.00

6 4.1.2 BCD Providing and laying in position cement concrete of specified grade exluding the cost of centering and shuttering-all work upto plinth level.1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 0.00 M³ 4420.80 0.0

Total 0 = 0.00 M³

7 BCD 4.3.1 Providing centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns etc. for mass concrete. 0.00 M² 211.10 0.00

8 BCD 12.78.2 Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

APD DPD Project Director

Buidco Gaya Buidco Gaya Buidco Gaya

Nagar Parishad Arwal

Name of work- Construction of Wet Waste Compost Plant in Nagar Parishad Arwal (Arwal)

Bill of Quantity

Estimated cost :- Rs. 14011684

Cost of BOQ :- Rs. 10000

Bid Processing Charge :- As per Eproc

Sl No. SOR No. Description Quantity Unit Rate Amount

1 2.3.1 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared Transcend area to proper levels by filling with earth or eath mixed with sludge or mix/ and manure before and after flooding trench with water , (excluding cost of imported eath, sludge or manure) 4200 sqm 6.97 29274.00

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. 4200 sqm 13.55 56910.00

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 182 cum 287.3 52288.60

4 11.72 Providing designation 100A brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification & direction of E/I. 1820 sqm 283.3 515606.00

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 182 cum 5585.5 1016561.00

Total 1670639.60

Amount 1760185.88

6 Carriage of Meterials

Coarse Sand 77.35 M3 391.19 30258.55

deduct extra coat of cement 72.8 mt -380 -27664.00

Amount 428513.95

Amt for carge. 451482.29

7 Basic cost of Meterials

Coarse Sand 77.35 M3 250.8 19399.38

Stone Chips 154.7 M3 616.21 95327.69

Amount 429277.19

Signiorage Fee (10% of Basic cost of Material) 42927.72

Amount for Landscaping 2254595.90

1 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 267.7 cum 360.7 96559.39

2 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 86.55 sqm 504.8 43690.44

3 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4 (1 Cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) 28.85 cum 3434 99070.90

4 4.1.5 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20m nominal size) 3597.75 kg 92.6 333151.65

5 5.22 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.Qty @ 75 kg/cumec of RCC work 47.97 cum 4688.3 224897.75

Total 797370.13

Amount 840109.17

6 Carriage of Meterials

Local Sand 1.3 M3 310.47 403.61

Coarse Sand 33.37 M3 391.19 13054.01

deduct extra coat of cement 28.42 mt -380 -10799.60

Amount 137656.64

Amt for carge. 145035.03

7 Basic cost of Meterials

Local Sand 1.3 M3 141.85 184.41

Coarse Sand 33.37 M3 250.8 8369.20

Stone Chips 66.74 M3 616.21 41125.86

Amount 63226.24

Signiorage Fee (10% of Basic cost of Material) 6322.62

Amount for Drainage 991466.83

1 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.. 55.13 cum 314.90 17360.44

2 16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 20.91 sqm 504.00 10538.64

3 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 3.14 cum 3434.00 10770.74

4 5.22.7B Steel reinforcement for R.C.C. work includings traightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 1323.00 kg 92.60 122509.80

5 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 3.20 sqm 211.60 677.12

6 5.9.2 Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 56.00 sqm 375.10 21005.60

7 5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform 15.75 sqm 437.50 6890.63

8 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 de rived from natural sources) 14.70 cum 4688.30 68918.01

9 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 sqm 304.15 38855.16

10 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work18.12.5 40 mm dia nominal bore 6.00 m 476.80 2860.80

Total 300386.93

Amount 316487.67

11 Carriage of Meterials

Local Sand 0.31 M3 310.47 96.25

Coarse Sand 9.95 M3 391.19 3892.34

Stone Chips 15.32 M3 1984.3 30399.48

deduct extra coat of cement 7.98 mt -380 -3032.40

Amount 31976.13

Amt for carge. 33690.05

12 Basic cost of Meterials

Local Sand 0.31 M3 141.85 43.97

Coarse Sand 9.95 M3 250.8 2495.46

Stone Chips 15.32 M3 616.21 9440.34

Amount 15254.87

Signiorage Fee (10% of Basic cost of Material) 1525.49

Amount for Leachate tank 351703.21

1 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m 0.06 per 100sqm 1355.4 81.32

2 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 topmost layer with power roller of minimum 8 tonnes and dressing up inembankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 21.03 cum 386.6 8130.20

3 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 . 0.9 cum 568.6 511.74

4 2.26 Filling available excavated earth(excludingrock) ntrenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead 18.96 cum 123.5 2341.56

5 34/4.12 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 2077.40

6 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. 2.01 cum 5677.2 11411.17

7 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. 1.22 cum 5293.50 6458.07

8 5.33A.2.1 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 1.22 cum 5677.20 6926.18

9 5.33A.2.2 Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 1.26 cum 5677.20 7153.27

10 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 0.55 mt 90800.00 49940.00

11 6.1.14B Brick work with bricks of class designation 100B in foundations and plinth Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.2 cum 4540.30 908.06

12 6.1.12C Brick work with fly ash bricks asper IS12894(2002)&IS3495 in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand ) Cement mortar 1:4 (1 cement : 4 coarse sand) 4.85 cum 5116.30 24814.06

13 6.18.4B+6.18B Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding Cement Mortar 1 : 4 (1 cement : 4 coarse sand) 6.0 sqm 654.70 3928.20

14 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 PVCsolventcement&selfdrivenself tappingscrewsof size100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge. 3.58 sqm 2898.90 10378.06

15 10.13+10.13C providingand fixingsteel beadingof approvedshapeand section with screws instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 0.68 sqm 3444.20 2342.06

16 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. Acid and alkali resistant tile. 25.58 sqm 1295.70 33144.01

17 13.11.2 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) 43.68 sqm 152.90 6678.67

18 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 sqm 218.20 6530.73

19 13.48.1 Finishing withDeluxe 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 sq 74.825 sqm 117.30 8776.97

20 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 211.10 2989.18

21 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 6.36 sqm 437.50 2782.50

22 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 14.4 sqm 404.70 5827.68

23 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 12 sqm 494.40 5932.80

24 18.48 Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. 500 ltr 9.70 4850.00

25 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 nos 5504.30 5504.30

26 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 nos 3723.20 7446.40

27 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 nos 1651.30 1651.30

Total 227504.00

Amount 239698.21

Total no of Toilet 2 479396.43

28 Carriage of Meterials

Local Sand 0 M3 310.47 0.00

Coarse Sand 12.2 M3 391.19 4772.52

deduct extra coat of cement 7.82 mt -380 -2971.60

Amount 31150.48

Amt for carge. 32820.14

29 Basic cost of Meterials

Local Sand 0 M3 141.85 0.00

Coarse Sand 12.4 M3 250.8 310.99

Stone Chips 7.68 M3 616.21 712.34

Signiorage Fee (10% of Basic cost of Material) 140.68

Amount for Toilet 512357.25

1 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5 m 0.218 per 100 1355.21 295.44

2 2.2.1 Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. 42.417 cum 386.6 16398.41

3 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 . 9.923 cum 568.6 5642.22

4 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 36.87 cum 123.5 4553.45

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. 0.938 cum 4420 4145.96

6 5.33A.2.2 Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 3.057 cum 5677.2 17355.20

7 5.33A.2.1 Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 1.944 cum 5293.5 10290.56

8 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. 3.042 cum 5677.2 17270.04

9 5.33A.2.2 Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 7.185 cum 5677.2 40790.68

10 5.22.7C Reinforcement forR.C.C.work including straightening,cutting,bending,placing in position and binding all complete.IS : 13920; IS 456 & SP :34) etc. complete. 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete. 1683.66 kg 90.8 152876.33

11 6.1.14B Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.44 cum 4540.3 1997.73

12 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 ) 10.19 cum 5116.3 52135.10

13 6.18.4V+6.18B Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding 8.95 sqm 654.7 5859.57

14 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). 0.157 cum 95670.7 15020.30

15 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 18501.12

16 10.13 providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units. 2.475 sqm 3038.9 7521.28

17 11.21 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 50.56 sqm 1295.7 65510.59

18 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 sqm 374.6 2472.36

19 13.11.2 12 mm cement plaster of mix 96.06 sqm 152.9 14687.57

20 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 ( 1 cement: 4 fine sand) 62.265 sqm 176.4 10983.55

21 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 sqm 81.2 5056.32

22 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 158.33 sqm 105.4 16687.98

23 13.48.1 Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications 158.33 sqm 117.3 18572.11

24 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 : 27.6 sqm 211.1 5826.36

25 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 26.13 sqm 437.5 11431.88

26 5.9.5 Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers 30.92 sqm 404.7 12513.32

27 5.9.6 Columns, Pillars, Piers, Abutments, Posts, Struts 18 sqm 494.4 8899.20

28 18.48 Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank. 1000 ltr 9.7 9700.00

29 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 no 5504.3 5504.30

30 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 no 3723.2 3723.20

31 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 no 1651.3 1651.30

Total 563873.42

Amount 594097.04

32 Carriage of Meterials

Local Sand 0 M3 310.47 0.00

Coarse Sand 4.53 M3 391.19 1772.09

Stone Chips 13.74 M3 1984.3 27264.28

deduct extra coat of cement 8.75 mt -380 -3325.00

Amount 30942.60

Amt for carge. 32601.12

33 Basic cost of Meterials

Local Sand 0 M3 141.85 0.00

Coarse Sand 4.53 M3 250.8 113.61

Stone Chips 13.74 M3 616.21 846.67

Signiorage Fee (10% of Basic cost of Material) 127.93

Amount for Office 627977.46

2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5 m 25.12 cum 1355.4 34047.65

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 50m . 2.356 cum 568.6 1339.62

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 0.791 cum 4420 3496.22

5.33A.2.2 Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 3.74 cum 5677.2 21232.73

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. 224.4 kg 90.8 20375.52

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 ) 5.69 cum 5116.3 29111.75

6.184B+6.19B Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding Cement Mortar 1 : 4 (1 cement : 4 coarse sand) 1.4 sqm 654.7 916.58

13.11.2 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand) 18.4 sqm 152.9 2813.36

5.9.3 Suspended floors, roofs, landings, balconies and access platform. 8.64 sqm 437.5 3780.00

20.1 RAINWATER HARVESTING, RECYCLE AND REUSE OF WASTE WATER 6 rm 129 774.00

Total 117887.42

Amount 124206.19

28 Carriage of Meterials

Local Sand 0 M3 310.47 0.00

Coarse Sand 4.11 M3 391.19 1607.79

Stone Chips 3.852 M3 1984.3 7643.52

deduct extra coat of cement 2.401 mt -380 -912.38

Amount 11558.43

Add gst 5.36% 619.53

Amt for carge. 12177.96

29 Basic cost of Meterials

Local Sand 0 M3 141.85 0.00

Coarse Sand 2.401 M3 250.8 60.21

Stone Chips 3.852 M3 616.21 237.33

Amount for Septic tank 137017.25

1 20.3A.1 Making 25 cm(10") dia bore upto 4mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil itemA) true to plum band without eccentricity in any stage of operation and disposal of the excavated earth upto 50mtr ,Lead including all lifts,all complete aspe rapproved design and direction of E/l Details of cost for 4piles of 4m=16mtrs depth ) 211.86 cum 178.3 37774.64

2 2.28 Providing clean coarse sand filling in foundation trenches or in plinth including ramming & watering as per specification & direction of E/I including cost of materials taxes & royalty. 4.88 cum 287.3 1402.02

3 11.72 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I. 94.75 cum 283.3 26842.68

4 5.1.2 Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centring and shuttering all work up to plinth 31.191 cum 4688.3 146232.77

5 5.2.2 RCC work in wall (any thickness),including attached pilasters, buttresses, plinth ..do do all complete job as per buliding and E/I. M - 20 (1:1.5:3) with stone chips of nominal size 20mm in Cover slab. 24.717 cum 5670 140145.39

9 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for: Foundation,footing,bases of column etc. 174.2 sqm 211.6 36860.72

10 5.9.6 Coulmn,Pillars,Pier,Abutment,Post and Strut 290.442 sqm 494.4 143594.52

11 6.1.14A+6.3A Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 Cement : 6 Sand) Extra for brick work in superstructure above plinth upto V floor 179.55 cum 5661.1 1016450.51

12 10.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 24.32 sqm 3653 88840.96

13 13.11.4 12mm Cment plaster in coarse sand 1:6 (1cement : 6 Coarse Sand) 1684.28 sqm 141.5 238325.62

14 13.78.1+13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 1684.28 sqm 119.8 201776.74

15 13.81.3 Applying priming coat & painting with ready mixed paint of approved brand and manufacture in all sheds to give an even shade with ready mixed zinc chromate yellow primer of app. Brand on new steel work (two or more coats) 48.64 sqm 118.1 5744.38

16 2.28 Providing local sand filling in foundation trenches or in plinth including ramming & watering as per specification & direction of E/I including cost of materials taxes & royalty. 278.351 cum 287.3 79970.24

17 11.35 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with tugs of M.S. flat 10x5 mm 10 cm long forked at end 60 cm apart (minimum 3 lugs to be provided) including necessary welding and applying a priming coat of approved primer on exposed surfaces etc. complete 804.375 m 118.4 95238.00

18 10.36 Drilling 6mm dmm dia M.S angle iron for fixing of staples etc. as per building specification and direction of E/I. 396 no 9 3564.00

19 Supplying galvanised barbed wire including all complete job. 924.6 kg 71.55 66155.13

20 10.33.5 Labour for fitting and fixing barbed wire fencing in FOUR rows horizontal up to a height of 1.25m and two diagonals including fixing of post in cement concrete at 2.5m centres including cost of staples (but excluding the cost of cement concrete, angle, iron post, its cutting and making holes, nuts & bolts) all complete as per building specification and direction of E/l. 804 m 52.5 42210.00

Total 2660342.89

Amount 2802937.26

28 Carriage of Meterials

Coarse Sand 97.74 M3 391.19 38234.91

Stone Chips 47.52 M3 1984.3 94293.94

deduct extra coat of cement 97.58 mt -380 -37080.40

Amount 265963.69

Amt for carge. 280219.35

29 Basic cost of Meterials

Coarse Sand 97.74 M3 250.8 24513.19

Stone Chips 47.52 M3 616.21 29282.30

Amount 538357.79

10% seigniorage fee 53835.78

Amount for Wall 3136992.39

2.8.1 Earth work in excavation in foundation trenches or drains (not exceeding1.5 m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.25 cum 360.7 811.58

2.28 Providing sand filling in plinth with local sand and floors including watering ramming consolidating and dressing all complete job as per drawing and technical specification 2.372 cum 287.3 681.48

11.73 Providing designation 100A Brick on flat soling joint filled with local sand including cost of watering, taxes, royality all complete job 1.215 sqm 283.3 344.21

4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4 (1 Cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) 0.122 cum 3998.1 487.77

5.2.2 Reinforced cement concrete work in wall (any thickness), including attachedpilasters,buttresses,plinthandstringcourses, fillets,columns,pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 1.6 cum 5670 9072.00

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 [email protected] % of Quantity 200.505 kg 92.6 18566.76

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 Hot finished welded type tubes 408.934 kg 123.9 50666.92

12.1.3 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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. 0.63mm thick with zinc coating not less than 275 gm/m² 40 sqm 1257.3 50292.00

12.13 Extra for providing and fixing wind ties of 40x6mm flat iron section. 24 m 147.8 3547.20

11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern 30 sqm 906.1 27183.00

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 0.252 cum 5585.5 1407.55

4.3.1 Providing shuttering and centring 2.445 sqm 211.1 516.14

Total 163576.60

Amount 172344.31

28 Carriage of Meterials

Local Sand 2.84 M3 310.47 881.73

Coarse Sand 0.841 M3 391.19 328.99

Stone Chips 1.683 M3 1984.3 3339.58

deduct extra coat of cement 0.78 mt -380 -296.40

Add gst 5.36% 293.18

Amt for carge. 5762.97

29 Basic cost of Meterials

Local Sand 2.84 M3 141.85 402.85

Coarse Sand 12.16 M3 250.8 3049.73

Stone Chips 1.69 M3 616.21 1041.39

10% seigniorage fee 468.32

Amount for Shed 178575.60

1 As per GEM Portal (lumpsum) Weigh bridge Weigh Controller, Load Cells,Platform,Large Size LED Display,PC,Printer,UPS, , Model approval ,Verification Stamping from legal metrology Dept ,Ramp. Capacity of Load Cell in Tonnes-30Ton, No of Load Cell in the weigh bridge system-4, Type of Load Cell-Double ended Shear Beam Load Cell, Accuracy Class of weigh bridge-Class III. 850000.00

Wet Waste Processing Machines

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

138 As Per CPHEEO Baler Machine Single Cylinder Double Chamber

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

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

Total Machinery Cost

1 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. 0.15 H 179690.6 26953.59

2 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. 660 cum 208.1 137346.00

3 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. 220 cum 1474.4 324368.00

4 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 110 cum 2930.9 322399.00

5 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 220 cum 5917.5 1301850.00

6 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 330 cum 287.3 94809.00

Total 2207725.59

Total cost including of 18%GST+1%LABOUR CESS 2618921.38

7 Carriage of Meterials

Coarse Sand 49.50 M3 391.19 19363.91

deduct extra coat of cement 104.50 mt -380 -39710.00

Amount 1183514.56

Amt for carge. 1246950.94

8 Basic cost of Meterials

Coarse Sand 49.50 M3 250.8 12414.60

Amount 401258.62

10% seigniorage fee 40125.86

Amount for Road 3905998.19

Total Amount of BOQ 12096684.07

PART - B Design, Build, construct, install, commissioning of compost plant of 10 TPD for wet waste along with operation and maintenance of plant for 5 years. (GROUP-02)

S.No. SOR DESCRIPTION UNIT QUANTITY RATE AMOUNT

1 AS PER GEM PORTAL Weigh bridge, Weigh Controller, Load Cells,Platform,Large Size LED Display,PC,Printer,UPS, , Model approval ,Verification Stamping from legal metrology Dept ,Ramp. Capacity of Load Cell in Tonnes-30Ton, No of Load Cell in the weigh bridge system-4, Type of Load Cell-Double ended Shear Beam Load Cell, Accuracy Class of weigh bridge-Class III. 1 1 ₹ 0.00

2 AS PER GEM PORTAL Trommel (6mm) Vibro Screen, 1 nos. for screening with capacity 2 TPH. of with manual loading and with Bagging System with Hopper, Conveyor, screening including related civil works, electrification complete. 1 1 ₹ 0.00

3 AS PER GEM PORTAL Baler Machine, Single Cylinder Double Chamber 1 1 ₹ 0.00

4 Double Wheel Barrow, 4 nos 1 4 ₹ 0.00

Total Amount 0.00

URBAN DEVELOPMENT AND HOUSING DEPARTMENT OFFICE OF THE EXECUTIVE OFFICER, NAGAR PARISHAD ARWAL

Nagar Parishad Arwal

Financial Sheet

Name of work Design, Build, construct, install, commissioning of compost plant of 10 TPD for wet waste along with operation and maintenance of plant for 5 years. (GROUP-02)

Address of Bidder

Part - A (SOR Items), BOQ attached with the Bid Document Amount (In Rs.)

1 Design, Build, construct, install, commissioning of compost plant of 10 TPD for wet waste along with operation and maintenance of plant for 5 years. (GROUP-02) 12,096,684.00

Quoted rate in Percentage (In Figure) 0.00

Quoted rate in Percentage (In Words)

total Amount(Part A) 12,096,684.00

Part - B (Non- Schedule Items) Quoted Amount by bidder (In Rs.)

Item no Name Of Item

137 Weigh bridge, Weigh Controller, Load Cells,Platform,Large Size LED Display,PC,Printer,UPS, , Model approval ,Verification Stamping from legal metrology Dept ,Ramp. Capacity of Load Cell in Tonnes-30Ton, No of Load Cell in the weigh bridge system-4, Type of Load Cell-Double ended Shear Beam Load Cell, Accuracy Class of weigh bridge-Class III. 0.00

138 Trommel (6mm) Vibro Screen, 1 nos. for screening with capacity 2 TPH. of with manual loading and with Bagging System with Hopper, Conveyor, screening including related civil works, electrification complete. 0.00

139 Baler Machine, Single Cylinder Double Chamber

140 Double Wheel Barrow, 4 nos 0.00

Total Amount(Part b) 0.00

Quoted Amount (In Words)

Total Quoted Amount (Part A + Part B) 12,096,684

Bill of Quantity

2 Estimated Cost Rs : #REF!

3 Cost of BOQ Rs. 5,000.00

4 Amount of Earnest Money #REF!

5 Time of Completion 03 Months

Sl No SOR No Discription Quantity Unit Rate Amount in Rs

1 2.25(a) BCD 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. 0.00 M³ 389.60 0.00

2 2.28 BCD Providing Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. #REF! M³ 281.40 #REF!

3 16.80 BCD 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 specifications, 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, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer- in charge. 0.00 M² 2054.30 0.00

4 BCD 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 grade 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). 5585.50 6084.60 cum Activa Gale Cement concrete prepared with batch mixing machine 0.00 M³ 5585.50 0.00

5 BCD 4.3.1 Providing Centring and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. 0.00 M² 211.10 0.00

I Coarse sand #REF! m3 #REF! #REF!

II stone chips #REF! m3 #REF! #REF!

III cement+steel #REF! MT #REF! #REF!

IV Fine Sand #REF! M3 #REF! #REF!

As per memo 3947 dt-15.11.19 of mining Extra cost for seignorage fee @ 10% of material cost at quary site

I Coarse Sand 10% #REF! M³@ 175.80 #REF!

II Stone Chips 10% #REF! M³@ 595.36 #REF!

III Fine sand 10% #REF! M³@ 141.85 #REF!

8 Shilapatt & Photograph 1 NOS 4200.000 4200.00

J.E UD Div-2 Gaya AE UD Div-2 Gaya Executive Engineer UD Div-2 Gaya