Construction of Lawyers' Hall at Sub Divisional Court, Banmankhi, District Purnea Gr-02

Bill of Quantity

B.O.Q. Amount Rs. 0.00

Cost of B.O.Q. Rs.

Earnest Money Rs.

Date of Receipt of Tender: As per NIT

Time of Completion : As per NIT

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

2 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.

3 2.27.1 Extra for every additional lift of 1.5 m or part thereof in:

4 2.26 Filling available excavated earth(excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm indepth: consolidating each deposited layer by ramming and watering lead

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete

6 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering , taxes, royalty all complete as per building specification and direction of E/l,

7 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)

8 6.1C+6.1.14C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in Faudation and plinth in: Cement mortar 1:6 (1cement:6 coarse sand)

9 6.1.14C+6.3C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:6(1 cement: 6 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V

10 6.1.12C+6.3C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:4(1 cement: 4 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V

11 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1.1 All work up to plinth level.

(A) In Foundation

Bill of Quantity

Construction of Lawyer's Hall at Civil Court Campus, Banmankhi in dist-Purnea for the year 2025-26.

B.O.Q. Amount 6,937,762.00 Cost of B.O.Q. 10000.00

Earnest Money 138,800 Bidder Name

Time of Completion 6 Months Contact No

Sl. No S.o.R Item of Works Quantity Unit Rate Amount

1 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

2 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.

4 2.26 Filling available excavated earth(excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20 cm indepth: consolidating each deposited layer by ramming and watering lead 169.203 M³ 123.90 20,964.00

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete 135.237 M³ 287.30 38,854.00

6 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 341.858 M² 283.30 96,848.00

7 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) 24.351 M³ 3998.10 97,358.00

5.33.1 All work up to plinth level. 63.203 M³ 5063.40 320,022.00

9 6.1.12C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495in Faudation and plinth in:Cement mortar1:41cement:6 coarse sand) 18.632 M³ 5116.30 95,327.00

10 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work up to plinth level.

11 5.33.2 All work above plinth level up to floor V level. 54.897 M³ 5863.20 321,874.00

12 6.1.14c+6.3c Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:6(1 cement: 6 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V 48.622 M³ 5765.20 280,316.00

13 6.1.12c+6.3c Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:4(1 cement: 4 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V 4.652 M³ 5958.50 27,719.00

14 5.29.1 Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete.

15 5.9.1 Centring and shuttering including strutting,propping etc.and removal or form work for Foundations, footings, 89.076 M² 211.60 18,848.00

5.9.3 Centering and shuttering in Roof slabs ,Suspended floors etc. 122.885 M² 437.50 53,762.00

5.9.5 Centering and shuttering in Plinth beam, major Lintel, Roof Beam 246.860 M² 404.70 99,904.00

5.9.6 Centering and shuttering for column 198.160 M² 494.40 97,970.00

5.9.7 Centering and shuttering in Stair waist slab 18.308 M² 439.90 8,054.00

5.9.19 Centering and shuttering in Chajja 9.990 M² 550.90 5,503.00

5.9. 16.1 Centering & shuttering in Edges of slab 56.162 M 130.20 7,312.00

16 10.15.1 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-incharge Pressed Steel Door Frame Profile B 32.700 M 405.82 13,270.00

17 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I)decorative type,core of block board construction with frame of 1st class hard wood and well matched teak 3ply veneering with verticalgrains or cross bands and face veneers on both faces of shutters 13.230 M² 2845.60 37,647.00

18 9.147F.1 Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, al complete as per approved drawing & direction of Engineer-inCharge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable 5.355 M² 6404.80 34,298.00

19 9.101.2 Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc.complete: (twin rubber stoper) 8.000 Nos 60.80 486.00

20 9.62.2 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm 8.000 Nos 154.40 1,235.00

21 9.63.2 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete: 8.000 Nos 56.40 451.00

22 9.66.2 Providing and fixing ISI marked oxidised M.S. handles conforming to IS :4992 with necessary screws etc. complete: 16.000 Nos 25.50 408.00

23 10.12.1 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make completeincluding applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges orpivots as required. 34.721 M² 3038.90 105,514.00

24 10.13B Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units. 32.291 M² 396.70 12,810.00

8 6.1.14C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495in Faudation and plinth in:Cement mortar1:6(1cement:6 coarse sand) 2.297 M³ 4923.00 11,308.00

14 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks) 0.000 M² 76.30 0.00

26 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 0.000

5.33A.1 All work up to plinth level. 1.265 4756.9 6,017.00

25 10.13C Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units. 2.430 M² 405.30 985.00

26 9.48.1 Providing and fixing M.S. grills of requirement pattern in frames of windows etc.with M.S. flats, square or round bars etc.all complete . Fixed to openings/ wooden frames with rawl plugs screws 697.125 kg 144.50 100,735.00

27 10.33.1 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer 44.010 Nos 121.90 5,365.00

28 10.36 Providing and fixing stainless steel (Grade 304) rail ing by welding etc complete as per manufacturer’s specification and direction of Engineer-in-charge.. 12.900 kg 546.80 7,054.00

29 10.18 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 20.000 kg 165.40 3,308.00

30 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 16.745 M² 686.80 11,500.00

31 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 70.161 M² 795.00 55,778.00

32 11.26.1 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) 143.963 M² 1252.70 180,342.00

33 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm 17.567 M² 1334.90 23,450.00

34 13.11.4 Cement plaster in course sand.12 mm cement plaster 1:6 (outside surface) 320.498 M² 141.50 45,350.00

35 13.12.4 15 mm cement plaster 1:6 (inside surface) 358.285 M² 162.80 58,329.00

36 13.24.2 6 mm cement plaster 1:4 in ceiling 147.058 M² 125.60 18,470.00

37 13.18 15 mm plaster 1:3 with cement punning 77.966 M² 229.30 17,878.00

38 13.13.2 + 13.36.6 20 mm cement plaster of mix 1:4(1 cement: 4 sand) Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 122.885 M² 220.00 27,035.00

39 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. 467.556 M² 105.40 49,280.00

40 13.79.1 + 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade Applying one coat of cement primer of approved brand and manufacture on wall surface: 368.275 M² 119.80 44,119.00

41 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . New work (two or more coats ) over and including priming coat with cement primer 457.566 M² 102.30 46,809.00

42 13.81.3 + 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Applying priming coat: With ready mixed zinc chromate yellow primer over steel windows and ms grills twice the area 46.475 M² 118.10 5,489.00

43 13.81.3 Applying priming coat: With ready mixed zinc chromate yellow primer over steel windows and ms grills twice the area 0.000 M² 32.40 0.00

44 13.18 + 13.36.3 15 mm plaster 1:3 with cement punning and Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 43.515 M² 239.50 10,422.00

45 362B Supply of Brick Bats 0.943 1198.67 1,130.00

46 0L01 Labour required for Brick bats 2.000 No. 355.42 711.00

52 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2.000 each 7914.70 15,829.00

47 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.110 mm dia pipe 0.000

48 12.79 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 : 0.000

12.79.4.1 75 mm Single tee without door 3.000 each 124.20 373.00

12.79.3.2 single t with door 3.000 no 193.40 580.00

12.79.4.2 110mm Single tee without doorShoe 19.000 each 190.70 3,623.00

49 12.8 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete.110 mm 0.00

50 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 10.000 each 47.90 479.00

51 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 54.390 each 1087.90 59,171.00

53 Carriage of Materials

54 Extra Cost of Materials 0.000

55 2.25(A) 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 0.000 M³ 411.70 0.00

56 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 0.000 M³ 4420.8 0.00

57 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement 5.330 sqm 203.60 1,085.00

58 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 0.310 cum 1188.9 369.00

59 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ) 0.880 cum 1195.6 1,052.00

60 24.7 Supplying, filling, spreading & leveling gravels of size range 1.5 mm to 2 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ) 0.190 cum 1195.6 227.00

61 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3 0.267 cum 4688.30 1,252.00

62 24.1.1.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.(300mm dia) 75.000 m 486.80 36,510.00

63 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.

24.3.2 150 mm nominal size dia 54.000 M 660.10 35,645.00

64 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. 0.00

24.4.2 150mm nominal size dia 21.000 M 673.5 14,144.00

65 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. 3.182 M³ 1343.2 4,274.00

66 24.10. Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge. 0.00

24.10.2 150 mm nominal size dia having minimum wall thickness 5.00 mm 1.000 M 1408.1 1,408.00

67 24.14 Providing and fixing 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.

68 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

69 24.13 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:

70 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 tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 8.000 hours 916.80 7,334.00

71 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 0.00

18.9.3 25 mm nominal outer dia Pipes 10.000 M 294.70 2,947.00

18.9.5 40 mm nominal outer dia Pipes 42.000 M 477.60 20,059.00

72 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

18.8.1 15 mm nominal outer dia Pipes 12.000 M 278.20 3,338.00

18.8.2 20 mm nominal outer dia Pipes 15.000 M 350.80 5,262.00

73 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 0.00

74 18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete

18.18.1 15 mm nominal bore 0.000 No. 338.70 0.00

18.18.3 25 mm nominal bore 1.000 No. 399.20 399.00

75 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

18.17.1 25 mm nominal bore 1.000 No. 532.30 532.00

18.17.2 32 mm nominal bore 0.000 No. 581.30 0.00

18.17.3 40 mm nominal bore 1.000 No. 707.30 707.00

76 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. 1000.000 Ltr. 9.70 9,700.00

77 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 3.000 No. 434.20 1,303.00

78 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 0.00

79 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 0.00

80 18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 0.00

18.74.2 15 mm nominal bore with 45 cm length 3.000 No. 108.00 324.00

81 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 0.00

18.75.3 25mm nominal bore, weighing not less than 62 gms 1.000 No. 100.60 101.00

82 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 3.000 No. 146.30 439.00

83 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. 3.000 No. 204.70 614.00

84 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 3.000 No. 2764.40 8,293.00

84 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 3.000 No. 1068.50 3,206.00

85 17.28.1.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia Semi rigid pipe 3.000 No. 91.00 273.00

86 17.34.1 Providing and fixing toilet paper holder C.P. brass 3.000 No. 550.70 1,652.00

87 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 2.000 No. 4470.90 8,942.00

88 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid 1.000 No. 5504.30 5,504.00

89 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 1.000 No. 3723.20 3,723.00

90 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 1.000 No. 299.40 299.00

91 8.2.2.2 Rajnagar plain white marble /Udaipur green marble/ Zebra block marble (Area of slab over 0.50 sqm) 0.900 4401.20 3,961.00

Applying correction factor @ 0.982 on scheduled items for all work 5,394,539.00

Grand Total 5,683,868.00

92 N/S Supplying installation testing and commisioning submersible motor 2 H.p motor with Cable 1.000 No. 26210.00 26,210.00

93 N/S Providing and fixing Grab bar in W.C for P.H 1.000 No. 1452.00 1,452.00

94 Fire fighting

95 NS Providing and fixing CO2 fire extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve, internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle ISI marked as per IS 13869 including fixing with dash fasteners etc. complete. MAKE: OMEX/ NEWTECH/ EQV.

(a) Capacity 4.5 kg. 2.000 Each 11614.00 23,228.00

96 NS Providing and fixing ABC fire extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve, internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle ISI marked as per IS 13869 including fixing with dash fasteners etc. complete. MAKE: OMEX/ NEWTECH/ EQV.

(a) Capacity 6 kg. 2.000 Each 4597.00 9,194.00

97 NS Supplying of Godrej interio CH7B/Darian & ISO Approved Executive / High back chair 15.000 No. 7041.00 105,615.00

98 NS Supplying of Godrej interio CH4/Darian & ISO Approved meeting Hall table 14.000 No. 3975.00 55,650.00

99 NS Supplying of Godrej Table Enzo 15.000 No. 13408.00 201,120.00

100 NS CP Plus DVR 8 channel 1.000 No. 6504.00 6,504.00

101 NS CP Plus 2.4 Bullet guard plus camra 2.000 No. 9059.70 18,119.00

102 NS C P Plus 10AMP SMPS 1.000 No. 1219.58 1,220.00

104 NS Connecte 1.000 No. 836.28 836.00

105 NS Camra box 1.000 No. 548.23 548.00

106 NS Installation 1.000 No. 3289.37 3,289.00

109 NS Wall Mount 1.000 No. 685.29 685.00

110 NS HDMI Cable 5 mtr. 1.000 No. 548.23 548.00

Civil Total 6,155,501.00

161 1.3 Wiring for light point/ fan point/ exhaust fan point/ Call bell Point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit with modular switch, modular Plate, suitable size G.I box etc. as required.

Batten holder point 13.00

Tube light point 11.00

15 Watt Downlighter point 1.00

24 Watt Downlighter point 9.00

Ceiling fan point 14.00

Exhaust fan point 4.00

162 1.31 Supplying and fixing suitable size G.I. 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. 4.00 Each 414 1,656.00

163 1.32 Supplying and fixing suitable size of G.I. box with modular plate and cover in front or in 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. 3.00 Each 531 1,593.00

164 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS 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. 45.00 Meter. 309 13,905.00

165 1.53 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amps modular SP MCB 'C' curve, including connections, painting etc. as required. (for AC terminal) 2.00 Each 683 1,366.00

166 1.55 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos.3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 6.00 Each 632 3,792.00

167 1.57 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 4 nos. 5 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as reqd. (for computer terminal) 2.00 Each 1064 2,128.00

168 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 130.00 Meter 201 26,130.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(For 2x5A board.) 120.00 Meter 246 29,520.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(For Street light) 20.00 Meter 246 4,920.00

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire (For AC) 30.00 Meter 309 9,270.00

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire (For Light DB+ computer DB) 25.00 Meter 660 16,500.00

1.7.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire (For Power DB) 15.00 Meter 557 8,355.00

169 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as reqd.

170 2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar,neutral bus bar,earth bar, din bar inerconnections, powder painted including earthing etc. as reqd.(But without MCB/RCCB/Isolator)

2.8.6 8 ways, Double door 1.00 Each 2591 2,591.00

171 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar,neutral bus bar,earth bar, din bar, inerconnections, powder painted including earthing etc. as reqd.(But without MCB/RCCB/Isolator)

2.9.1 4 ways (4+12), Double door, horizontal type 2.00 Each 4184 8,368.00

172 2.12 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.

2.12.1 6 A to 32 A, Single pole 30.00 Each 237 7,110.00

173 2.13 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.

2.13.3 40 A to 63 A, Double pole 1.00 Each 1198 1,198.00

174 2.4 Providing and fixing following rating and breaking capacity and pole MCCB with thrmomagnetic release and terminal spreaders in existing panel board including drilling holes in cubicle panel, making connections etc. as required.

175 2.13 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.

2.13.1 6 A to 32 A, Double pole 2.00 Each 667 1,334.00

176 2.7 Providing and fixing following capacity 4 pole ON-load panel mounted changeover switches inside the existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

177 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) 12.00 Sq. ft. 1809 21,708.00

178 A/R Supplying and fixing of 50 mm X 5 mm copper strip ( 2.30 Kg/mtr ) for busbar strip/interconnection including drilling holes etc as reqd. 6.00 Kg 871 5,226.00

179 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1.00 Each 6536 6,536.00

180 7.7 Supply of following sizes and core PVC / XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.

181 7.3 Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

7.3.1 Above 35 sq. mm and upto 95 sq. mm 75.00 Meter 122 9,150.00

182 7.4 Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size on wall surface as required.

7.4.2 Above 35 sq. mm and upto 95 sq. mm (Clamped with 25 x 3 mm MS flat clamp) 10.00 Meter 109 1,090.00

183 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required.

FITTING & FIXTURES

184 1.33 Supplying and fixing 2 pin, 5/6 amp. ceiling rose on the existing junction box/ wooden block including connection etc as required. 18.00 Each 64 1,152.00

185 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. 13.00 Each 80 1,040.00

186 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

6.1.6 15 watt LED lamp 13.00 Each 250 3,250.00

187 5.1 Supplying and fixing 4' X 18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 11.00 Each 521 5,731.00

188 5.7 Supplying and fixing recess mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required. 0.00

189 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required.

191 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ LED street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 2.00 Each 1038 2,076.00

192 1.25 Supplying and fixing two module stepped type electronic Fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc. as required. 14.00 Each 358 5,012.00

193 DSR 9.2.3 Supply and installation of regular/standard model BLDC ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 210 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. 14.00 Each 2695 37,730.00

194 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required.

195 3.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. 1.00 Set 6884 6,884.00

196 3.16 Providing & fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing etc. as required. 15.00 Meter 53 795.00

LIGHTENING ARRESTER

197 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 2.00 416 Each 832.00

198 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. as required. 5.00 81 Metre 405.00

199 4.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) 60.00 102 Metre 6,120.00

200 4.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) 5.00 145 Metre 725.00

201 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. With charcoal and salt as required. ( for Lightning arrester) 1.00 6323 Set 6,323.00

202 3.15 Providing and fixing 25 mmX 5 mm G.I. strip on surface or in recess for connections etc as required. 5.00 195 Metre 975.00

FOR FIRE ALARM & DETECTION SYSTEM

203 DSR 28.1.9 Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required.

204 DSR 28.1.2 Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with 10.00 Each 1223 12,230.00

205 DSR 28.1.4 Supplying, installation, testing & commissioning of manual call box of ABS type in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required. 1.00 Each 444 444.00

206 DSR 28.1.7 Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in A.B.S. box with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete as required. 1.00 Each 530 530.00

207 DSR 28.5.1 Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. & LSZH outer sheath complete as required. 90.00 Meter 386 34,740.00

208 DSR 40.1 Supplying Installation Testing and Commissioning of 2 MP IP IR Dome Camera having following specifications, type of lens and features etc :- 1) Signal System: PAL/NTSC, Signal to Noise Ratio: >50 dB, Camera should display Camera title, Date & Time in live & recorded video 2)Image Sensor: 1/2.8" or better progressive Scan CMOS to get color image even at night condition(Minimum Illumination: 0.006 Lux@ F1.4, AGC ON, 0 lux with IR or better) True Day & Night High Performance Mechanical IR cut filter with auto switch, Integrated IR Source (Auto, Manual)- Inbuilt IR LED's with effective distance upto 50 meter or better and 30 meter for colour view in night, Imaging: 1/3s to 1/30000s electronic shutter support, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking.

3) Compression (Minimum):-Video:- H.265 or better, H.264H, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 4) Wide Dynamic Range:- WDR (120db or more) 5) Digital Noise Reduction:- DNR (3D) On/Off 6) Video Streaming & Frame Rates :- Triple streaming , configurable (Main stream: 2MP (1920 ×1080)@25/30 fps,Sub streams minimum: 720P@25/30 fps). 7) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser, Edge Analytics: Tripwire, Intrusion, Motion Detection 8) Cyber Security: AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, syslog, video encryption, IP/MAC filtering, HTTPS, trusted upgrade, trusted boot. 9) Onboard Storage: Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card.

40.1.1 2MP (@ 25/30fps@1080P (1920×1080)) IP IR Dome Camera with 2.8/ 3.6mm fixed lens 2.00 Each 8048 16,096.00

209 DSR 40.2 Supplying Installation Testing and Commissioning of 2MP Fixed Lens IP IR Outdoor Bullet Camera having following specifications and features etc :- 1) Signal System: PAL/NTSC, Signal to Noise Ratio: > 50 dB,Camera should display Camera title, Date & Time in live & recorded video 2)Image Sensor: 1/2.8" or better progressive Scan CMOS to get color image even at night condition(Minimum Illumination: 0.006 Lux@ F1.4, AGC ON, 0 lux with IR or better) True Day & Night High Performance Mechanical IR cut filter with auto switch, Integrated IR Source (Auto, Manual)- Inbuilt Smart IR LED's with effective distance upto 50 meter or better and 30 meter for colour view in night, Imaging: 1/3s to 1/30000s electronic shutter support, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking. 3) Compression (Minimum):-Video:- H.265 or better, H.264H, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 4) Wide Dynamic Range:- WDR (120db or more) 5) Digital Noise Reduction:- DNR (3D) On/Off 6) Video Streaming & Frame Rates :- Triple streaming , configurable(Main stream: 2MP (1920 × 1080)@25/30 fps Sub streams minimum: 720P@25/30 fps). 7) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser, Edge Analytics: Tripwire, Intrusion, Motion Detection

8) Cyber Security: AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, syslog, video encryption, IP/MAC filtering, HTTPS, trusted upgrade, trusted boot. 9) Onboard Storage: Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card. 10) Recording Management: Format SD, overwrite, storage management, video to NAS device, 11) Alarm Trigger : Motion/tampering detection; audio detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 12)Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast, 13) System Capability: ONVIF, Camera shall support open source VMS 14) Ethernet: 1 RJ 45 10/100 Ethernet port 15) Audio : It should support 1 x Built-In Mic and 1/1 Alarm In/ Out for External Mic. and Speakers as per site requirement. 16) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source.

17) Power Requirement: 12VDC/24 VAC/PoE (802.3af)/ePoE 18) Housing/ Enclosure:- IP67 weather proof, IK10, Metallic body 19) Operating Condition:- Ambient Temperature:- (- )05°C to 50°C, humidity 95% (max) (non-condensing) 20) IR life: 40000 hours or higher 21) Video Bit rate: 32 KBPS - 8 MBPS or better 22) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS

40.2.1 2MP @ 25/30fps@1080P (1920×1080) Outdoor Bullet Camera with 2.8/ 3.6mm fixed lens 2.00 Each 7760 15,520.00

210 DSR 40.11 Supplying Installation Testing and Commissioning of following Channel Network Video Recorder (NVR) with camera licenses to record for all channels having specifications and features etc as mentioned below : 1) Network Video Recorder Embedded/ Installed OS (Linux) along with Camera Licenses to record per NVR and to provide a live view, storage and simultaneously Multi-channel playback of all IP camera or more and must be ONVIF with minimum support of 384 Mbps incoming Bandwidth. 2) NVR should support video compressions : H.265 or better, H.264, MJPEG. 3) Must support 1 channel RCA Input, 2 channel RCA Output for Two-way Talk with G.711U/A, G.711u, PCM, G726 audio compressions.

4) Intelligent auto power on when power resumes after power outage. 5) Storage: It should support minimum 8 SATA Slots with 20TB capacity/ Slot and RAID support of RAID 0/1/5/6/10. 6) Connectivity Interface : 2 Nos. x 10/100/1000 Mbps Ethernet Ports, 1x RS485, 1x RS232, 1x eSATA Port 7) Backup Interface : Its should have 4 Nosx USB port (2x USB3.0, 2xUSB2.0) 8) Video Output Ports: 2x HDMI and 2 VGA

9) Alarm Ports: It should have 16/8 Ch In/ Out ports to connect various type of external sensors and output devices like hooter/ Siren etc. 10) Email & SMS Altert options: Option for SMS/ Email Alerts to minimum 5 designated mobile number for power failure, HDD failure, vandalism, tempring, network disconnection and panic 11) Web & Mobile Application: Web, Mobile app ( For iPhone, iPad, Android Phone) for alerts and viewing.

12) Protocols: HTTP, HTTPS, TCP/IP, IPv4/IPv6, UDP, DHCP, DNS, SMTP, UPnP, IP Filter, PPPoE, FTP, DDNS, Alarm Server, IP Search, Multicast, Auto Registration, ONVIF (Profile T, Profile S, Profile G), CGI, SDK and OEM Cloud for remote monitoring without any public IP need. 13) Standards: CE, FCC, RoHS, BIS Certified 14) Power Supply : Should support AC100-240V, 50/60Hz Power supply. 15) Operating Condition : -5°C to 50°C, humidity 90% (max) (non-condensing) 16) The VMS application shall support all the features & functionalities of the offered cameras. 17) VMS should consist Licenses for all channels to record Cameras with General, motion detection, intelligent, alarm and POS recording modes. VMS should be provided with Camera Licenses , with no dependency of VMS licenses by binding with the MAC address of the cameras to achieve the functionality. 18) The NVR OEM shall be responsible for providing a mobile application compatible with both Android and iOS devices, enabling remote monitoring and playback of cameras/NVR footage. 19) The OEM must provide its own DDNS server hosted in India, eliminating the need for a public IP address for remote monitoring over the Internet.

20) Must support Continuous, Alarm, Motion, Instant, Panic Recording Mode 21) It should support Resolution: 32MP; 24MP; 16MP; 12MP; 8MP; 5MP; 4MP; 1080p; 720p; D1; CIF; QCIF 22) When alarm recording is enabled and an event occurs, you can click the alarm icon on monitoring page to view the alert details. The snapshot function is supported on monitoring and playback page

23) The Network Video Recorder (NVR) shall be configured to send email whenever a system message is created or an alarm event occurs. The email server shall be a valid SMTP server. Each recipient email address shall be configured to receive any combination of critical, warning, or informational messages or alarm notifications. When an alarm occurs, the email message includes the NVR name, time of alarm and a list of camera that is configured to record upon alarm

24) It should have Web and GUI interface. 25) Built-In Artificial Intelligence: NVR should have built-in AI :- - 2 Channel face detection and recognition, - Minimum 4 Channel perimeter protection, - Minimum 8 Channel Smart Motion Detection

26) Face Recognition Database Capacity: It should support total Blacklist and Whitelist capacity of Minimum 20,000 Faces or more with Face Detection speed of 12 face images/sec and facility to add Name, gender, birthday, address, credential type, credential No., countries & regions and state to each face image. 27) Face & Human Attributes Search: Search Pictures/ Video by Gender, age group, glasses, expressions, face mask, beard, Top color, top type, hat, bag, age, gender and umbrella. 28) ANPR Capability: It should support ANPR Camera with License plate, plate color, vehicle body, vehicle model, vehicle logo, calling, seatbelt, vehicle registration location etc vehicle attributes. 29) Alarm Notifications based on: Motion detection, video tampering, video loss, scene changing, PIR alarm, Camera external alarm, Face detection, face recognition, perimeter protection (intrusion and tripwire), ANPR, people counting, stereo analysis, crowd distribution, heat map, Disk Full, Storage Error, IP Conflict and abnormal behavior of fan, cybersecurity exception

30) Alarm Notification should be linked with Recording, snapshots, Camera external alarm output, buzzer, logs, presets and email. 31) General AI Based Search: Search Pictures by channel, time, event type, target classification (Fall Detection, People Approach Detection, People No. Exception Detection, People Staying Detection, Violence Detection. 32) Smart playback function: Should support smart search for the selected area in the video and smart playback to improve the playback efficiency 33) VCA (Video Content Analytic): Should support multiple video contented analytics based on camera analytics

40.11.1 32 Channel Network Video Recorder (NVR) having display split :- Main screen: 1/4/8/9/16/25/32(36), 2nd screen: 1/4/8/9/16 1.00 Each 64784 64,784.00

211 DSR 40.12 Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications.

40.12.2 4TB (Terabytes) 1.00 Each 13943 13,943.00

212 DSR 5218 SITC of 8 Port PoE layer 2 NetworkSwitch with PoE Support of 130 watt: 8 port PoE Switch with PoE standard of IEEE 802.3af, IEEE 802.3at, PoE port, Uplink ports 1.00 Nos 24375 24,375.00

213 DSR 42.4 Supplying, Installation, Testing and Commissioning of following size LED display (LED monitor) industrial grade with 3840x2160 resolution or better, USB playback, bluetooth and miracast connectivity, 4X HDMI 2.0, DP 1.2, HDR 10/10+, brightness: 500-nits or better, Video wall mode should be available, contrast ratio: 1200:1, OPS slot, viewing angle (H/V): 170°/ 170°, response time less than 12ms, Display control shall be on monitor screen and programmable with remote (remote shall be supplied with system), Key Board, Optical Mouse, etc. as required.

42.4.1 32 inch or larger 1.00 nos 39590 39,590.00

214 DSR 39.17.1 SITC of Cable – UTP CAT 6, 305 metre (Grey) (D-Link / D.Sun / CPC / CM Make) 180.00 Mtrs 60 10,800.00

215 DSR 26.1 Online UPS - Input supply: Single Phase, Output Supply: Single Phase. Supplying, installation, Testing & Commissioning of following capacity at full load (Unity Power Factor) ON LINE Uninterrupted Power Supply (UPS) system suitable for Single Phase input, Single Phase output AC Supply. The UPS shall include a Rectifier, inverter, battery bank suitable for 30 minutes back up (Battery VAH capacity shall not be less than 1600 VAH per KVA of UPS rating per Hour backup time) on full load (Battery shall be VRLA, SMF in ABS Container) and Static Bypass switch along with provision for manual bypass, suitable isolation transformer for additional protection against neutral faults etc. The UPS systems shall be Microprocessor based Digital Control, using Insulated Gate Bipolar Transistor (IGBT)'s both for the rectifier & inverter with PWM (Pulse Width Modulation) Technology.

The quality of design, manufacturing and inspection process should confirm to the relevant Inter-national standards such as IEC/EN/VDE. The operating efficiency of the UPS systems shall be >95% at 100% non-linear loads. Current total harmonic distortion(ITHD)/ total demand distortion (TDD) on the input grid shall be < 5% at 100 %load. (The required LC filters shall be included in UPS cost), extreme power factor kit to be include to limit the input pf to 0.99 and output power factor shall be unity (i.e. kw rating of the UPS shall be kva rating x 1 ) however UPS shall be suitable to take load at 0.7 laging to 0.7 leading power factor loads. UPS shall be suitable for incoming supply AC single phase 160-270V 50 Hz and delivering output AC supply true sine wave single phase 220/230/240 Volt, 50 Hz +/- 0.2Hz, Overload capacity of 120% for 10 mins and 150% for 1 minute. Operating temperature 0 to 40 0C, Relative humidity 0-95% non condensing, noise level less than 60db at 1 meter distance, Protection for Under voltage, over voltage, abnormal output voltage, battery over charging, output over current, short

circuit, battery deep discharge , 10 KV surge. Display for watt/VA,Amp and Voltage power parameters etc. UPS shall comply with low voltage electromagnetic compatibility (EMC) achieved as per EN 6204, EN6204 Part I and Part 2, it shall be a Voltage and Frequency Independent (VFI) type UPS (as per standard IEC 62040-1, 2 & 3) . The UPS should be with IGBT Based Inverter Technology, Communication RS232/ RS485/ SNMP port open protocol for BMS integration as per approved by Engineering in charge. Required battery racks, DC breaker of suitable rating and interconnecting copper conductor cable of suitable size and connectors and all required accessories are inclusive in the cost. The UPS should have QR code which should contain drawing, test report OEM manual, Geo- Tag of manufacturing location etc

Electric Total:- 782,261.00

Net Total:- 6,937,762.00

Name of work :- Construction of Lawyer's Hall Building at Bettiah, Distt. West Champaran.

Rate as per S.O.R. of B.C.D Patna Effective Date - 01/01/2022.

Sl. No S.o.R Item of Works Nos Length Width Height Quantity Unit Rate Amount

1 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

2.29.1 All Kinds of soil

2 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.

2.8.1 All Kinds of soil

T.Area 84.080 M² (A)

T.Area 19.635 M² (B)

Under Grade beam

total 49.170 M i

total -3.395 M ii

i-ii G.Total 45.775 M x

total 51.695 M iii

total -4.175 M iv

iii-iv G.Total 47.520 M y

x+y T.Length 93.295 M

Qty of footings 84.080 2.000 168.160 M³

Combind footings 19.635 2.300 45.161 M³

3 2.27 Extra for every additional lift of 1.5 m or part thereof in:

2.27.1 All Kinds of soil

Qty of footings 1 84.080 0.500 42.040 M³

Combind footings 1 19.635 0.800 15.708 M³

4 2.26 Filling available excavated earth(excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20 cm indepth: consolidating each deposited layer by ramming and watering lead

60% of Total Earthwork 226.137 0.600 135.682 M³

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete

Qty of footings 84.080 0.150 12.612 M³

Combind footings 19.635 0.150 2.945 M³

Total Qty. 19.689 M³ (A)

waiting area 1 4.650 3.070 14.276 M²

Toilet her 1 1.950 1.200 2.340 M²

Toilet his 1 1.500 2.100 3.150 M²

Total 130.026 M² (B')

Total 47.834 M³ (B)

6 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering , taxes, royalty all complete as per building specification and direction of E/l,

In foudation Vide item no.2 103.715 M²

In Plinth Vide item no. 5 (B') 130.026 M²

In Plinth Prot. 1 54.390 1.000 54.390 M²

Cement Concrete Work

7 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)

In foudation 103.715 0.075 7.779 M³

In Plinth Prot. 54.390 0.075 4.079 M³

8 6.1C+6.1.14C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in Faudation and plinth in: Cement mortar 1:6 (1cement:6 coarse sand)

9 6.1.14C+6.3C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:6(1 cement: 6 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V

250mm thick wall

Grade beam 1 93.295 93.295 M

waiting area -1 4.500 -4.500 M

for mumty Along X-X

total 5.550 M x

total 9.075 M y

x+y T.Length 14.625 M

mumty side wall -1 3.275 -3.275 M

mumty parapet 1 14.625 0.250 0.900 3.291 M³

total 69.079 M³ A

total 41.651 M²

Lintels /bands over door & windows

opening -2 1.375 -2.750 M

total 2.679 M³ C

total 16.801 M²

10 6.1.12C+6.3C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:4(1 cement: 4 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V

125 mm thick wall

waiting area 1 4.500 4.500 M

Total 6.425 M³ A

Total 1.379 M³ B

Total 0.327 M³ C

Cement Concrete work

11 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1 (i) All work up to plinth level.

5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

(A) In Foundation

Column in fdn & plinth Total 38.637 M³ a

Total No. of column 16 Total 4.079 M³ b

G. Total (a+b) 42.716 M³ A

total 9.642 M³ B

total 3.801 M³ C

5.33.2 (ii) All work above plinth level up to floor V level.

5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

a.) Walls columns, pillars, posts cind struts

Parapet Colum. 8 0.400 0.350 1.000 1.120 M³

mumty Parapet 4 0.400 0.350 1.000 0.560 M³

total 11.188 M³ A

b.) Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.

B.) lintels bands

total 3.006 M³ B

C.) suspended floors,roofs slab

Ground Floor 1 10.250 9.000 92.250 M²

total 129.176 M² C'

Total 11.602 M³ D

E.) staircases ,beams, landings, and spiral stair cases

landing/Waist Slab 1 4.650 3.050 0.200 2.837 M³

Total 3.250 M³ (E)

Total Qty 9.990 0.075 0.749 M³ G

12 5.29.1 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Computation of Steel as per given design and drawing.

RCC Work kg/M³ Qty. (M³) MT

Column/Stiff. 170 11.188 1.902

Lintel /Band 75 3.006 0.225

Roof Slab 120 18.085 2.170

13 5.9.1 Centring and shuttering including strutting,propping etc.and removal or form work for Foundations, footings, bases Columns

(A) In Foundation

Total 51.632 M² A

Pedestals 12 3.200 0.150 5.760 M²

Total 7.350 M² B

14 5.9.3 Centering and shuttering in Roof slabs ,Suspended floors etc.

Area vide item no. 11(ii) C' 129.176 M²

15 5.9.5 Centering and shuttering in Plinth beam, major Lintel, Roof Beam

Grade Beams 2 93.295 0.400 74.636 M²

Plinth Band 2 93.295 0.150 27.989 M²

Lintel band 2 17.425 0.150 5.228 M²

At door & windows

Parapet band 2 39.525 0.075 5.929 M²

mumty Parapet band 2 14.625 0.075 2.194 M²

Gr. Floor Beam 1 87.850 0.770 67.645 M²

16 5.9.6 Centering and shuttering for column

A Column in fdn & plinth

Total 44.065 M² A

Parapet Colum. 8 1.500 1.000 12.000 M³

mumty Parapet 4 1.500 1.000 6.000 M³

Total 120.630 M² B

17 5.9.7 Centering and shuttering in Stair waist slab

18 5.9.19 Centering and shuttering in Chajja , Rack

Area vide item no. 11 (chhajja) 9.990 M² 550.90 5,503.00

19 5.9. 16.1 Centering & shuttering in Edges of slab

Doors and Windows

20 10.15.1 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-incharge Pressed Steel Door Frame Profile B

10.15.1.1 Profile 'B'

21 9.20.1 Providing and fixing (35 mm thick) flush door shutters decorative type core of block board construction with frame of 1st class hard wood and well matched teak ply veneering with vertical grains or cross bands and face venears on both faces of shutters. 35 mm thick including stainless steel butt hinges with necessary screwssqm

22 9.26 Extra for cutting rebate in flush door shutters {total area of the shutter to be Measured)

Area vide lush door shutters Total 13.230 M² 93.70 1,240.00

23 9.147F.1 Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, al complete as per approved drawing & direction of Engineer-inCharge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable

Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm)

24 9.101.2 Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc.complete: (twin rubber stoper) 8.000 Nos 60.80 486.00

25 9.96.1 Providing and fixing alluminium sliding door bolt anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with nuts and screws etc. complete: 300x16 mm 8.000 Nos 235.50 1,884.00

26 9.97 Providing and fixing alluminium sliding tower bolt anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with nuts and screws etc. complete: 300x10 mm 0.00

27 9.100. Providing and fixing alluminium handles anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete:(75mm) 0.00

28 10.12.1 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. 0.00

29 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units.

10.13B Steel windows

10.13C Steel ventilators

30 9.48.2 Providing and fixing M.S. grills of requirement pattern in frames of windows etc.with M.S. flats, square or round bars etc.all complete . Fixed to openings/ wooden frames with rawl plugs screws

Windows 34.721 M³

Total 46.475 M²

31 10.33.1 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer

32 10.18 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 20.00 Nos 165.40 3,308.00

33 10.36 Providing and fixing stainless steel (Grade 304) rail ing by welding etc complete as per manufacturer’s specification and direction of Engineer-in-charge..

34 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete.

Toilet her 1 1.950 1.200 2.340 M²

Toilet his 1 1.500 2.100 3.150 M²

35 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

36 11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand )

37 11.26.1 20 to 25 mm thick -

waiting area 1 4.650 3.070 14.276 M²

landing waist slab 1 4.650 3.050 14.183 M²

outer Steps 1 2.970 1.000 2.970 M³

38 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm

landing waist slab 1 4.650 3.050 0.150 2.310 M²

39 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab.

40 13.11.4 Cement plaster in course sand.12 mm cement plaster 1:6 (outside surface)

mumty Parapets 1 5.150 3.550 2.250 39.150 M²

columns proj. 8 0.150 7.700 9.240 M²

Chhajja centering area of chhajja 9.990 M²

41 13.12.4 15 mm cement plaster 1:6 (inside surface)

42 13.24.2 6 mm cement plaster 1:4 in ceiling

Roof Area vide ( 11) C' 1 129.176 129.176 M²

Area vide Chhajja (11) G 1 9.990 9.990 M²

landing/waist slab 1 4.650 3.050 14.183 M²

43 13.18 15 mm plaster 1:3 with cement punning

in plinth protection 1 54.390 1.000 54.390 M²

44 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Sum of Area of ceiling and inner wall plaster 471.162 M² 127.90 60,262.00

45 13.79.1 + 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade Applying one coat of cement primer of approved brand and manufacture on wall surface:

Sum of Area of chhajja & outer wall plaster 353.720 M² 119.80 42,376.00

46 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . New work (two or more coats ) over and including priming coat with cement primer

Sum of Area of ceiling & inner wall plaster-Chhajja 461.172 M² 102.30 47,178.00

47 13.81.3 + 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Applying priming coat: With ready mixed zinc chromate yellow primer over steel windows and ms grills twice the area

Area of Grill 1 46.475 46.475 M²

48 13.82B.2 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete.

Miscellaneous Work

49 12.78.2 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.110 mm dia pipe

50 12.79 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 :

12.79.4.2 110mm Single tee without doorShoe 2 8.000 16.000 each 190.70 3,051.00

51 12.80.2 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete.110 mm

52 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 10.000 each 47.90 479.00

53 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l,

Along Extr. wall 1 54.390 54.390 M

54 Approved Carriage of Materials

55 Approved Extra Cost of Supply of Materials

Building Division Supaul Building Division Supaul

Calculation for material consumption

SL. No. Item Qty Unit Cement S/Chips C/Sand 100A Brick Fly Ash Brck L./Sand

bags M³ M³ Nos Nos M³

1 Local sand filling 67.523 M³ 67.523

6 Brick Flat Soling 321.233 M² 10360.00 4.835

7 Stone/Tile in Floor 157.465 M² 27.00 3.774

8 Stone/Tile in wall /Skirting 88.140 M² 19.000 1.358

12 15 mm C.P 1:3 with punning 77.966 M² 17.000 1.435

J.E Building Division Supaul

Building Division Supaul

#REF! NS CP Plus DVR 8 channel 0.000 No. 4791.19 0.00 0 0 0 0 0 0 1 4791

#REF! NS CP Plus 2.4 Bullet guard plus camra 0.000 No. 9059.70 0.00 0 0 0 0 0 0 1 9060

#REF! NS C P Plus 2.4 Guard plus Dome camra 0.000 No. 8595.10 0.00 0 0 0 0 0 0 1 8595

#REF! NS Connecte 0.000 No. 836.28 0.00 1 836

#REF! NS Camra box 0.000 No. 548.23 0.00 1 548

#REF! NS Installation 0.000 No. 3289.37 0.00 1 3289

#REF! NS Wall Mount 0.000 No. 685.29 0.00 1 685

#REF! NS HDMI Cable 5 mtr. 0.000 No. 548.23 0.00 1 548

#REF! NS C P Plus Wire 0.000 No. 5052.53 0.00 1 5053

Detailed Estimates for Construction of Lawyer's Hall Building at Civil Court Campus, Banmankhi in dist-Purnea.

Rate as per S.O.R. of B.C.D Patna Effective Date - 01/07/2020.

Sl. No S.o.R Item of Works Unit Rate Amount

Details Nos Length Width Height Quantity

Protection wall.

1 2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . Including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All Kinds of soil

Total 10.980 M²

For gate 1 4.400 4.400 M

2 2.26 Filling available excavated earth(excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm indepth: consolidating each deposited layer by ramming and watering lead

60% of Total Earthwork 12.565 M³

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

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

Area vide (1) 10.980 M²

5 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

6 6.1.14C+6.1C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand ).

7 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1 (i) All work up to plinth level.

5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

5.33.2 (ii) All work above plinth level up to floor V level.

5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

8 5.29.1 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Computation of Steel as per given design and drawing.

kg/M³ Qty. (M³) Kg

Total 1064.000 kg

9 5.9.1 Centring and shuttering including strutting, propping etc.and removal or form work for Foundations, footings, bases Columns

(A) In Foundation

10 5.9.6 Centering and shuttering for column

11 5.9.5 Centering and shuttering in Plinth beam, major Lintel, Roof Beam

12 9.48 Providing and fixing M.S. grills of requirement pattern in frames of windows etc.with M.S. flats, square or round bars etc.all complete . Fixed to openings/ wooden frames with rawl plugs screws

9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc

13 13.11.4 Cement plaster in course sand.12 mm cement plaster 1:6 (outside surface)

14 13.12.4 15 mm cement plaster 1:6 (inside surface)

15 13.79.1 + 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade Applying one coat of cement primer of approved brand and manufacture on wall surface:

Sum of Plaster Area 100.728 M² 119.80 12,067.00

16 13.81.3+13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Applying priming coat: With ready mixed zinc chromate yellow primer over steel windows and ms grills twice the area

17 Approved Carriage of Materials

Bricks (7+1 km) 4318.00 ‰ #REF! #REF!

Stone Chips 8.262 M³ #REF! #REF!

Coarse Sand 7.965 M³ #REF! #REF!

Local Sand (3 km) 2.598 M³ #REF! #REF!

18 Approved Extra Cost of Supply of Materials

Bricks 354.00 ‰ #REF! #REF!

Cement 81.000 bag #REF! #REF!

Building Division Bettiah Building Division Bettiah Building Division Bettiah

Calculation for material consumption

SL. No. Item Qty Unit Cement S/Chips C/Sand 100A Brick Fly Ash Brck L./Sand

bags M³ M³ Nos Nos M³

1 Local sand filling 2.433 M³ 2.433

5 Brick Flat Soling 10.980 M² 354.00 0.165

J.E Building Division Supaul

Building Division Supaul

Detailed Estimates of Auction for Dismentaling of old buildings present on the site of proposed construction of Lawyer's Hall Building, at Bettiah West Champaran.

Rate as per S.O.R. of B.C.D Patna Effective Date - 01-01-2022.

Sl.No. S.O.R Item of Works Nos Length Width Height Quantity Unit Rate Amount

1 15.7.3 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In lime mortar.

total 86.603 M³

ii. Building II

total 167.201 M³

2 15.27 Demolishing mud phaska in terracing and disposal of material within 50 metres lead

3 15.4 Demolishing R.B. work including stacking of steel bars and disposal of unserviceable material within 50 metres lead:

4 15.28.1 Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of: G.S. Sheet

Total 122,345.00

5 2602E Recovery of Brick.

40% of qty. vide 1 of Building I 17113.00

80% of qty. vide 1 of Building II 66078.00

6 ,0992 Recovery of Rosted damage Galvanised steel plain sheets 0.00

7 N.S Recovery of Unservisible materials ( as very old and damage steel, I-sectiction, wood purlin/truss, door and windows etc.) L.S 20,000.00

Total 448,088.00

Net. Refundable amount. 325,743.00

Hence Minimum cost for Auction Rs. 325,800.00

Building Division, Bettiah. Building Division, Bettiah. Building Division, Bettiah.

Damage Purlin (23.00M in length) 8.00 Each 2500.00 20,000.00

" Damage Truss (7.50M in length) 8.00 Each 4500.00 36,000.00

Bill of Quantity

B.O.Q. Amount Rs. 0.00

Cost of B.O.Q. Rs.

Earnest Money Rs.

Date of Receipt of Tender: As per NIT

Time of Completion : As per NIT

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

2 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.

3 2.27.1 Extra for every additional lift of 1.5 m or part thereof in:

4 2.26 Filling available excavated earth(excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm indepth: consolidating each deposited layer by ramming and watering lead

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete

6 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering , taxes, royalty all complete as per building specification and direction of E/l,

7 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)

8 6.1C+6.1.14C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in Faudation and plinth in: Cement mortar 1:6 (1cement:6 coarse sand)

9 6.1.14C+6.3C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:6(1 cement: 6 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V

10 6.1.12C+6.3C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:4(1 cement: 4 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V

11 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1.1 All work up to plinth level.

(A) In Foundation

Bill of Quantity

Construction of Lawyer's Hall at Civil Court Campus, Banmankhi in dist-Purnea for the year 2025-26.

B.O.Q. Amount 6,937,762.00 Cost of B.O.Q. 10000.00

Earnest Money 138,800 Bidder Name

Time of Completion 6 Months Contact No

Sl. No S.o.R Item of Works Quantity Unit Rate Amount

1 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

2 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.

4 2.26 Filling available excavated earth(excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20 cm indepth: consolidating each deposited layer by ramming and watering lead 169.203 M³ 123.90 20,964.00

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete 135.237 M³ 287.30 38,854.00

6 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 341.858 M² 283.30 96,848.00

7 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) 24.351 M³ 3998.10 97,358.00

5.33.1 All work up to plinth level. 63.203 M³ 5063.40 320,022.00

9 6.1.12C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495in Faudation and plinth in:Cement mortar1:41cement:6 coarse sand) 18.632 M³ 5116.30 95,327.00

10 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work up to plinth level.

11 5.33.2 All work above plinth level up to floor V level. 54.897 M³ 5863.20 321,874.00

12 6.1.14c+6.3c Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:6(1 cement: 6 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V 48.622 M³ 5765.20 280,316.00

13 6.1.12c+6.3c Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:4(1 cement: 4 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V 4.652 M³ 5958.50 27,719.00

14 5.29.1 Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete.

15 5.9.1 Centring and shuttering including strutting,propping etc.and removal or form work for Foundations, footings, 89.076 M² 211.60 18,848.00

5.9.3 Centering and shuttering in Roof slabs ,Suspended floors etc. 122.885 M² 437.50 53,762.00

5.9.5 Centering and shuttering in Plinth beam, major Lintel, Roof Beam 246.860 M² 404.70 99,904.00

5.9.6 Centering and shuttering for column 198.160 M² 494.40 97,970.00

5.9.7 Centering and shuttering in Stair waist slab 18.308 M² 439.90 8,054.00

5.9.19 Centering and shuttering in Chajja 9.990 M² 550.90 5,503.00

5.9. 16.1 Centering & shuttering in Edges of slab 56.162 M 130.20 7,312.00

16 10.15.1 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-incharge Pressed Steel Door Frame Profile B 32.700 M 405.82 13,270.00

17 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I)decorative type,core of block board construction with frame of 1st class hard wood and well matched teak 3ply veneering with verticalgrains or cross bands and face veneers on both faces of shutters 13.230 M² 2845.60 37,647.00

18 9.147F.1 Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, al complete as per approved drawing & direction of Engineer-inCharge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable 5.355 M² 6404.80 34,298.00

19 9.101.2 Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc.complete: (twin rubber stoper) 8.000 Nos 60.80 486.00

20 9.62.2 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm 8.000 Nos 154.40 1,235.00

21 9.63.2 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete: 8.000 Nos 56.40 451.00

22 9.66.2 Providing and fixing ISI marked oxidised M.S. handles conforming to IS :4992 with necessary screws etc. complete: 16.000 Nos 25.50 408.00

23 10.12.1 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make completeincluding applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges orpivots as required. 34.721 M² 3038.90 105,514.00

24 10.13B Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units. 32.291 M² 396.70 12,810.00

8 6.1.14C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495in Faudation and plinth in:Cement mortar1:6(1cement:6 coarse sand) 2.297 M³ 4923.00 11,308.00

14 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks) 0.000 M² 76.30 0.00

26 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 0.000

5.33A.1 All work up to plinth level. 1.265 4756.9 6,017.00

25 10.13C Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units. 2.430 M² 405.30 985.00

26 9.48.1 Providing and fixing M.S. grills of requirement pattern in frames of windows etc.with M.S. flats, square or round bars etc.all complete . Fixed to openings/ wooden frames with rawl plugs screws 697.125 kg 144.50 100,735.00

27 10.33.1 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer 44.010 Nos 121.90 5,365.00

28 10.36 Providing and fixing stainless steel (Grade 304) rail ing by welding etc complete as per manufacturer’s specification and direction of Engineer-in-charge.. 12.900 kg 546.80 7,054.00

29 10.18 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 20.000 kg 165.40 3,308.00

30 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 16.745 M² 686.80 11,500.00

31 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 70.161 M² 795.00 55,778.00

32 11.26.1 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) 143.963 M² 1252.70 180,342.00

33 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm 17.567 M² 1334.90 23,450.00

34 13.11.4 Cement plaster in course sand.12 mm cement plaster 1:6 (outside surface) 320.498 M² 141.50 45,350.00

35 13.12.4 15 mm cement plaster 1:6 (inside surface) 358.285 M² 162.80 58,329.00

36 13.24.2 6 mm cement plaster 1:4 in ceiling 147.058 M² 125.60 18,470.00

37 13.18 15 mm plaster 1:3 with cement punning 77.966 M² 229.30 17,878.00

38 13.13.2 + 13.36.6 20 mm cement plaster of mix 1:4(1 cement: 4 sand) Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 122.885 M² 220.00 27,035.00

39 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. 467.556 M² 105.40 49,280.00

40 13.79.1 + 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade Applying one coat of cement primer of approved brand and manufacture on wall surface: 368.275 M² 119.80 44,119.00

41 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . New work (two or more coats ) over and including priming coat with cement primer 457.566 M² 102.30 46,809.00

42 13.81.3 + 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Applying priming coat: With ready mixed zinc chromate yellow primer over steel windows and ms grills twice the area 46.475 M² 118.10 5,489.00

43 13.81.3 Applying priming coat: With ready mixed zinc chromate yellow primer over steel windows and ms grills twice the area 0.000 M² 32.40 0.00

44 13.18 + 13.36.3 15 mm plaster 1:3 with cement punning and Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 43.515 M² 239.50 10,422.00

45 362B Supply of Brick Bats 0.943 1198.67 1,130.00

46 0L01 Labour required for Brick bats 2.000 No. 355.42 711.00

52 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2.000 each 7914.70 15,829.00

47 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.110 mm dia pipe 0.000

48 12.79 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 : 0.000

12.79.4.1 75 mm Single tee without door 3.000 each 124.20 373.00

12.79.3.2 single t with door 3.000 no 193.40 580.00

12.79.4.2 110mm Single tee without doorShoe 19.000 each 190.70 3,623.00

49 12.8 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete.110 mm 0.00

50 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 10.000 each 47.90 479.00

51 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 54.390 each 1087.90 59,171.00

53 Carriage of Materials

54 Extra Cost of Materials 0.000

55 2.25(A) 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 0.000 M³ 411.70 0.00

56 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 0.000 M³ 4420.8 0.00

57 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement 5.330 sqm 203.60 1,085.00

58 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 0.310 cum 1188.9 369.00

59 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ) 0.880 cum 1195.6 1,052.00

60 24.7 Supplying, filling, spreading & leveling gravels of size range 1.5 mm to 2 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ) 0.190 cum 1195.6 227.00

61 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3 0.267 cum 4688.30 1,252.00

62 24.1.1.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.(300mm dia) 75.000 m 486.80 36,510.00

63 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.

24.3.2 150 mm nominal size dia 54.000 M 660.10 35,645.00

64 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. 0.00

24.4.2 150mm nominal size dia 21.000 M 673.5 14,144.00

65 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. 3.182 M³ 1343.2 4,274.00

66 24.10. Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge. 0.00

24.10.2 150 mm nominal size dia having minimum wall thickness 5.00 mm 1.000 M 1408.1 1,408.00

67 24.14 Providing and fixing 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.

68 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

69 24.13 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:

70 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 tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 8.000 hours 916.80 7,334.00

71 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 0.00

18.9.3 25 mm nominal outer dia Pipes 10.000 M 294.70 2,947.00

18.9.5 40 mm nominal outer dia Pipes 42.000 M 477.60 20,059.00

72 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

18.8.1 15 mm nominal outer dia Pipes 12.000 M 278.20 3,338.00

18.8.2 20 mm nominal outer dia Pipes 15.000 M 350.80 5,262.00

73 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 0.00

74 18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete

18.18.1 15 mm nominal bore 0.000 No. 338.70 0.00

18.18.3 25 mm nominal bore 1.000 No. 399.20 399.00

75 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

18.17.1 25 mm nominal bore 1.000 No. 532.30 532.00

18.17.2 32 mm nominal bore 0.000 No. 581.30 0.00

18.17.3 40 mm nominal bore 1.000 No. 707.30 707.00

76 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. 1000.000 Ltr. 9.70 9,700.00

77 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 3.000 No. 434.20 1,303.00

78 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 0.00

79 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 0.00

80 18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 0.00

18.74.2 15 mm nominal bore with 45 cm length 3.000 No. 108.00 324.00

81 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 0.00

18.75.3 25mm nominal bore, weighing not less than 62 gms 1.000 No. 100.60 101.00

82 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 3.000 No. 146.30 439.00

83 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. 3.000 No. 204.70 614.00

84 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 3.000 No. 2764.40 8,293.00

84 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 3.000 No. 1068.50 3,206.00

85 17.28.1.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia Semi rigid pipe 3.000 No. 91.00 273.00

86 17.34.1 Providing and fixing toilet paper holder C.P. brass 3.000 No. 550.70 1,652.00

87 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 2.000 No. 4470.90 8,942.00

88 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid 1.000 No. 5504.30 5,504.00

89 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 1.000 No. 3723.20 3,723.00

90 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 1.000 No. 299.40 299.00

91 8.2.2.2 Rajnagar plain white marble /Udaipur green marble/ Zebra block marble (Area of slab over 0.50 sqm) 0.900 4401.20 3,961.00

Applying correction factor @ 0.982 on scheduled items for all work 5,394,539.00

Grand Total 5,683,868.00

92 N/S Supplying installation testing and commisioning submersible motor 2 H.p motor with Cable 1.000 No. 26210.00 26,210.00

93 N/S Providing and fixing Grab bar in W.C for P.H 1.000 No. 1452.00 1,452.00

94 Fire fighting

95 NS Providing and fixing CO2 fire extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve, internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle ISI marked as per IS 13869 including fixing with dash fasteners etc. complete. MAKE: OMEX/ NEWTECH/ EQV.

(a) Capacity 4.5 kg. 2.000 Each 11614.00 23,228.00

96 NS Providing and fixing ABC fire extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve, internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle ISI marked as per IS 13869 including fixing with dash fasteners etc. complete. MAKE: OMEX/ NEWTECH/ EQV.

(a) Capacity 6 kg. 2.000 Each 4597.00 9,194.00

97 NS Supplying of Godrej interio CH7B/Darian & ISO Approved Executive / High back chair 15.000 No. 7041.00 105,615.00

98 NS Supplying of Godrej interio CH4/Darian & ISO Approved meeting Hall table 14.000 No. 3975.00 55,650.00

99 NS Supplying of Godrej Table Enzo 15.000 No. 13408.00 201,120.00

100 NS CP Plus DVR 8 channel 1.000 No. 6504.00 6,504.00

101 NS CP Plus 2.4 Bullet guard plus camra 2.000 No. 9059.70 18,119.00

102 NS C P Plus 10AMP SMPS 1.000 No. 1219.58 1,220.00

104 NS Connecte 1.000 No. 836.28 836.00

105 NS Camra box 1.000 No. 548.23 548.00

106 NS Installation 1.000 No. 3289.37 3,289.00

109 NS Wall Mount 1.000 No. 685.29 685.00

110 NS HDMI Cable 5 mtr. 1.000 No. 548.23 548.00

Civil Total 6,155,501.00

161 1.3 Wiring for light point/ fan point/ exhaust fan point/ Call bell Point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit with modular switch, modular Plate, suitable size G.I box etc. as required.

Batten holder point 13.00

Tube light point 11.00

15 Watt Downlighter point 1.00

24 Watt Downlighter point 9.00

Ceiling fan point 14.00

Exhaust fan point 4.00

162 1.31 Supplying and fixing suitable size G.I. 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. 4.00 Each 414 1,656.00

163 1.32 Supplying and fixing suitable size of G.I. box with modular plate and cover in front or in 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. 3.00 Each 531 1,593.00

164 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS 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. 45.00 Meter. 309 13,905.00

165 1.53 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amps modular SP MCB 'C' curve, including connections, painting etc. as required. (for AC terminal) 2.00 Each 683 1,366.00

166 1.55 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos.3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 6.00 Each 632 3,792.00

167 1.57 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 4 nos. 5 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as reqd. (for computer terminal) 2.00 Each 1064 2,128.00

168 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 130.00 Meter 201 26,130.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(For 2x5A board.) 120.00 Meter 246 29,520.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(For Street light) 20.00 Meter 246 4,920.00

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire (For AC) 30.00 Meter 309 9,270.00

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire (For Light DB+ computer DB) 25.00 Meter 660 16,500.00

1.7.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire (For Power DB) 15.00 Meter 557 8,355.00

169 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as reqd.

170 2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar,neutral bus bar,earth bar, din bar inerconnections, powder painted including earthing etc. as reqd.(But without MCB/RCCB/Isolator)

2.8.6 8 ways, Double door 1.00 Each 2591 2,591.00

171 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar,neutral bus bar,earth bar, din bar, inerconnections, powder painted including earthing etc. as reqd.(But without MCB/RCCB/Isolator)

2.9.1 4 ways (4+12), Double door, horizontal type 2.00 Each 4184 8,368.00

172 2.12 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.

2.12.1 6 A to 32 A, Single pole 30.00 Each 237 7,110.00

173 2.13 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.

2.13.3 40 A to 63 A, Double pole 1.00 Each 1198 1,198.00

174 2.4 Providing and fixing following rating and breaking capacity and pole MCCB with thrmomagnetic release and terminal spreaders in existing panel board including drilling holes in cubicle panel, making connections etc. as required.

175 2.13 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.

2.13.1 6 A to 32 A, Double pole 2.00 Each 667 1,334.00

176 2.7 Providing and fixing following capacity 4 pole ON-load panel mounted changeover switches inside the existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

177 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) 12.00 Sq. ft. 1809 21,708.00

178 A/R Supplying and fixing of 50 mm X 5 mm copper strip ( 2.30 Kg/mtr ) for busbar strip/interconnection including drilling holes etc as reqd. 6.00 Kg 871 5,226.00

179 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1.00 Each 6536 6,536.00

180 7.7 Supply of following sizes and core PVC / XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.

181 7.3 Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

7.3.1 Above 35 sq. mm and upto 95 sq. mm 75.00 Meter 122 9,150.00

182 7.4 Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size on wall surface as required.

7.4.2 Above 35 sq. mm and upto 95 sq. mm (Clamped with 25 x 3 mm MS flat clamp) 10.00 Meter 109 1,090.00

183 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required.

FITTING & FIXTURES

184 1.33 Supplying and fixing 2 pin, 5/6 amp. ceiling rose on the existing junction box/ wooden block including connection etc as required. 18.00 Each 64 1,152.00

185 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. 13.00 Each 80 1,040.00

186 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

6.1.6 15 watt LED lamp 13.00 Each 250 3,250.00

187 5.1 Supplying and fixing 4' X 18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 11.00 Each 521 5,731.00

188 5.7 Supplying and fixing recess mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required. 0.00

189 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required.

191 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ LED street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 2.00 Each 1038 2,076.00

192 1.25 Supplying and fixing two module stepped type electronic Fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc. as required. 14.00 Each 358 5,012.00

193 DSR 9.2.3 Supply and installation of regular/standard model BLDC ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 210 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. 14.00 Each 2695 37,730.00

194 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required.

195 3.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. 1.00 Set 6884 6,884.00

196 3.16 Providing & fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing etc. as required. 15.00 Meter 53 795.00

LIGHTENING ARRESTER

197 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 2.00 416 Each 832.00

198 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. as required. 5.00 81 Metre 405.00

199 4.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) 60.00 102 Metre 6,120.00

200 4.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) 5.00 145 Metre 725.00

201 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. With charcoal and salt as required. ( for Lightning arrester) 1.00 6323 Set 6,323.00

202 3.15 Providing and fixing 25 mmX 5 mm G.I. strip on surface or in recess for connections etc as required. 5.00 195 Metre 975.00

FOR FIRE ALARM & DETECTION SYSTEM

203 DSR 28.1.9 Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required.

204 DSR 28.1.2 Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with 10.00 Each 1223 12,230.00

205 DSR 28.1.4 Supplying, installation, testing & commissioning of manual call box of ABS type in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required. 1.00 Each 444 444.00

206 DSR 28.1.7 Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in A.B.S. box with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete as required. 1.00 Each 530 530.00

207 DSR 28.5.1 Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. & LSZH outer sheath complete as required. 90.00 Meter 386 34,740.00

208 DSR 40.1 Supplying Installation Testing and Commissioning of 2 MP IP IR Dome Camera having following specifications, type of lens and features etc :- 1) Signal System: PAL/NTSC, Signal to Noise Ratio: >50 dB, Camera should display Camera title, Date & Time in live & recorded video 2)Image Sensor: 1/2.8" or better progressive Scan CMOS to get color image even at night condition(Minimum Illumination: 0.006 Lux@ F1.4, AGC ON, 0 lux with IR or better) True Day & Night High Performance Mechanical IR cut filter with auto switch, Integrated IR Source (Auto, Manual)- Inbuilt IR LED's with effective distance upto 50 meter or better and 30 meter for colour view in night, Imaging: 1/3s to 1/30000s electronic shutter support, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking.

3) Compression (Minimum):-Video:- H.265 or better, H.264H, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 4) Wide Dynamic Range:- WDR (120db or more) 5) Digital Noise Reduction:- DNR (3D) On/Off 6) Video Streaming & Frame Rates :- Triple streaming , configurable (Main stream: 2MP (1920 ×1080)@25/30 fps,Sub streams minimum: 720P@25/30 fps). 7) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser, Edge Analytics: Tripwire, Intrusion, Motion Detection 8) Cyber Security: AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, syslog, video encryption, IP/MAC filtering, HTTPS, trusted upgrade, trusted boot. 9) Onboard Storage: Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card.

40.1.1 2MP (@ 25/30fps@1080P (1920×1080)) IP IR Dome Camera with 2.8/ 3.6mm fixed lens 2.00 Each 8048 16,096.00

209 DSR 40.2 Supplying Installation Testing and Commissioning of 2MP Fixed Lens IP IR Outdoor Bullet Camera having following specifications and features etc :- 1) Signal System: PAL/NTSC, Signal to Noise Ratio: > 50 dB,Camera should display Camera title, Date & Time in live & recorded video 2)Image Sensor: 1/2.8" or better progressive Scan CMOS to get color image even at night condition(Minimum Illumination: 0.006 Lux@ F1.4, AGC ON, 0 lux with IR or better) True Day & Night High Performance Mechanical IR cut filter with auto switch, Integrated IR Source (Auto, Manual)- Inbuilt Smart IR LED's with effective distance upto 50 meter or better and 30 meter for colour view in night, Imaging: 1/3s to 1/30000s electronic shutter support, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking. 3) Compression (Minimum):-Video:- H.265 or better, H.264H, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 4) Wide Dynamic Range:- WDR (120db or more) 5) Digital Noise Reduction:- DNR (3D) On/Off 6) Video Streaming & Frame Rates :- Triple streaming , configurable(Main stream: 2MP (1920 × 1080)@25/30 fps Sub streams minimum: 720P@25/30 fps). 7) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser, Edge Analytics: Tripwire, Intrusion, Motion Detection

8) Cyber Security: AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, syslog, video encryption, IP/MAC filtering, HTTPS, trusted upgrade, trusted boot. 9) Onboard Storage: Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card. 10) Recording Management: Format SD, overwrite, storage management, video to NAS device, 11) Alarm Trigger : Motion/tampering detection; audio detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 12)Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast, 13) System Capability: ONVIF, Camera shall support open source VMS 14) Ethernet: 1 RJ 45 10/100 Ethernet port 15) Audio : It should support 1 x Built-In Mic and 1/1 Alarm In/ Out for External Mic. and Speakers as per site requirement. 16) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source.

17) Power Requirement: 12VDC/24 VAC/PoE (802.3af)/ePoE 18) Housing/ Enclosure:- IP67 weather proof, IK10, Metallic body 19) Operating Condition:- Ambient Temperature:- (- )05°C to 50°C, humidity 95% (max) (non-condensing) 20) IR life: 40000 hours or higher 21) Video Bit rate: 32 KBPS - 8 MBPS or better 22) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS

40.2.1 2MP @ 25/30fps@1080P (1920×1080) Outdoor Bullet Camera with 2.8/ 3.6mm fixed lens 2.00 Each 7760 15,520.00

210 DSR 40.11 Supplying Installation Testing and Commissioning of following Channel Network Video Recorder (NVR) with camera licenses to record for all channels having specifications and features etc as mentioned below : 1) Network Video Recorder Embedded/ Installed OS (Linux) along with Camera Licenses to record per NVR and to provide a live view, storage and simultaneously Multi-channel playback of all IP camera or more and must be ONVIF with minimum support of 384 Mbps incoming Bandwidth. 2) NVR should support video compressions : H.265 or better, H.264, MJPEG. 3) Must support 1 channel RCA Input, 2 channel RCA Output for Two-way Talk with G.711U/A, G.711u, PCM, G726 audio compressions.

4) Intelligent auto power on when power resumes after power outage. 5) Storage: It should support minimum 8 SATA Slots with 20TB capacity/ Slot and RAID support of RAID 0/1/5/6/10. 6) Connectivity Interface : 2 Nos. x 10/100/1000 Mbps Ethernet Ports, 1x RS485, 1x RS232, 1x eSATA Port 7) Backup Interface : Its should have 4 Nosx USB port (2x USB3.0, 2xUSB2.0) 8) Video Output Ports: 2x HDMI and 2 VGA

9) Alarm Ports: It should have 16/8 Ch In/ Out ports to connect various type of external sensors and output devices like hooter/ Siren etc. 10) Email & SMS Altert options: Option for SMS/ Email Alerts to minimum 5 designated mobile number for power failure, HDD failure, vandalism, tempring, network disconnection and panic 11) Web & Mobile Application: Web, Mobile app ( For iPhone, iPad, Android Phone) for alerts and viewing.

12) Protocols: HTTP, HTTPS, TCP/IP, IPv4/IPv6, UDP, DHCP, DNS, SMTP, UPnP, IP Filter, PPPoE, FTP, DDNS, Alarm Server, IP Search, Multicast, Auto Registration, ONVIF (Profile T, Profile S, Profile G), CGI, SDK and OEM Cloud for remote monitoring without any public IP need. 13) Standards: CE, FCC, RoHS, BIS Certified 14) Power Supply : Should support AC100-240V, 50/60Hz Power supply. 15) Operating Condition : -5°C to 50°C, humidity 90% (max) (non-condensing) 16) The VMS application shall support all the features & functionalities of the offered cameras. 17) VMS should consist Licenses for all channels to record Cameras with General, motion detection, intelligent, alarm and POS recording modes. VMS should be provided with Camera Licenses , with no dependency of VMS licenses by binding with the MAC address of the cameras to achieve the functionality. 18) The NVR OEM shall be responsible for providing a mobile application compatible with both Android and iOS devices, enabling remote monitoring and playback of cameras/NVR footage. 19) The OEM must provide its own DDNS server hosted in India, eliminating the need for a public IP address for remote monitoring over the Internet.

20) Must support Continuous, Alarm, Motion, Instant, Panic Recording Mode 21) It should support Resolution: 32MP; 24MP; 16MP; 12MP; 8MP; 5MP; 4MP; 1080p; 720p; D1; CIF; QCIF 22) When alarm recording is enabled and an event occurs, you can click the alarm icon on monitoring page to view the alert details. The snapshot function is supported on monitoring and playback page

23) The Network Video Recorder (NVR) shall be configured to send email whenever a system message is created or an alarm event occurs. The email server shall be a valid SMTP server. Each recipient email address shall be configured to receive any combination of critical, warning, or informational messages or alarm notifications. When an alarm occurs, the email message includes the NVR name, time of alarm and a list of camera that is configured to record upon alarm

24) It should have Web and GUI interface. 25) Built-In Artificial Intelligence: NVR should have built-in AI :- - 2 Channel face detection and recognition, - Minimum 4 Channel perimeter protection, - Minimum 8 Channel Smart Motion Detection

26) Face Recognition Database Capacity: It should support total Blacklist and Whitelist capacity of Minimum 20,000 Faces or more with Face Detection speed of 12 face images/sec and facility to add Name, gender, birthday, address, credential type, credential No., countries & regions and state to each face image. 27) Face & Human Attributes Search: Search Pictures/ Video by Gender, age group, glasses, expressions, face mask, beard, Top color, top type, hat, bag, age, gender and umbrella. 28) ANPR Capability: It should support ANPR Camera with License plate, plate color, vehicle body, vehicle model, vehicle logo, calling, seatbelt, vehicle registration location etc vehicle attributes. 29) Alarm Notifications based on: Motion detection, video tampering, video loss, scene changing, PIR alarm, Camera external alarm, Face detection, face recognition, perimeter protection (intrusion and tripwire), ANPR, people counting, stereo analysis, crowd distribution, heat map, Disk Full, Storage Error, IP Conflict and abnormal behavior of fan, cybersecurity exception

30) Alarm Notification should be linked with Recording, snapshots, Camera external alarm output, buzzer, logs, presets and email. 31) General AI Based Search: Search Pictures by channel, time, event type, target classification (Fall Detection, People Approach Detection, People No. Exception Detection, People Staying Detection, Violence Detection. 32) Smart playback function: Should support smart search for the selected area in the video and smart playback to improve the playback efficiency 33) VCA (Video Content Analytic): Should support multiple video contented analytics based on camera analytics

40.11.1 32 Channel Network Video Recorder (NVR) having display split :- Main screen: 1/4/8/9/16/25/32(36), 2nd screen: 1/4/8/9/16 1.00 Each 64784 64,784.00

211 DSR 40.12 Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications.

40.12.2 4TB (Terabytes) 1.00 Each 13943 13,943.00

212 DSR 5218 SITC of 8 Port PoE layer 2 NetworkSwitch with PoE Support of 130 watt: 8 port PoE Switch with PoE standard of IEEE 802.3af, IEEE 802.3at, PoE port, Uplink ports 1.00 Nos 24375 24,375.00

213 DSR 42.4 Supplying, Installation, Testing and Commissioning of following size LED display (LED monitor) industrial grade with 3840x2160 resolution or better, USB playback, bluetooth and miracast connectivity, 4X HDMI 2.0, DP 1.2, HDR 10/10+, brightness: 500-nits or better, Video wall mode should be available, contrast ratio: 1200:1, OPS slot, viewing angle (H/V): 170°/ 170°, response time less than 12ms, Display control shall be on monitor screen and programmable with remote (remote shall be supplied with system), Key Board, Optical Mouse, etc. as required.

42.4.1 32 inch or larger 1.00 nos 39590 39,590.00

214 DSR 39.17.1 SITC of Cable – UTP CAT 6, 305 metre (Grey) (D-Link / D.Sun / CPC / CM Make) 180.00 Mtrs 60 10,800.00

215 DSR 26.1 Online UPS - Input supply: Single Phase, Output Supply: Single Phase. Supplying, installation, Testing & Commissioning of following capacity at full load (Unity Power Factor) ON LINE Uninterrupted Power Supply (UPS) system suitable for Single Phase input, Single Phase output AC Supply. The UPS shall include a Rectifier, inverter, battery bank suitable for 30 minutes back up (Battery VAH capacity shall not be less than 1600 VAH per KVA of UPS rating per Hour backup time) on full load (Battery shall be VRLA, SMF in ABS Container) and Static Bypass switch along with provision for manual bypass, suitable isolation transformer for additional protection against neutral faults etc. The UPS systems shall be Microprocessor based Digital Control, using Insulated Gate Bipolar Transistor (IGBT)'s both for the rectifier & inverter with PWM (Pulse Width Modulation) Technology.

The quality of design, manufacturing and inspection process should confirm to the relevant Inter-national standards such as IEC/EN/VDE. The operating efficiency of the UPS systems shall be >95% at 100% non-linear loads. Current total harmonic distortion(ITHD)/ total demand distortion (TDD) on the input grid shall be < 5% at 100 %load. (The required LC filters shall be included in UPS cost), extreme power factor kit to be include to limit the input pf to 0.99 and output power factor shall be unity (i.e. kw rating of the UPS shall be kva rating x 1 ) however UPS shall be suitable to take load at 0.7 laging to 0.7 leading power factor loads. UPS shall be suitable for incoming supply AC single phase 160-270V 50 Hz and delivering output AC supply true sine wave single phase 220/230/240 Volt, 50 Hz +/- 0.2Hz, Overload capacity of 120% for 10 mins and 150% for 1 minute. Operating temperature 0 to 40 0C, Relative humidity 0-95% non condensing, noise level less than 60db at 1 meter distance, Protection for Under voltage, over voltage, abnormal output voltage, battery over charging, output over current, short

circuit, battery deep discharge , 10 KV surge. Display for watt/VA,Amp and Voltage power parameters etc. UPS shall comply with low voltage electromagnetic compatibility (EMC) achieved as per EN 6204, EN6204 Part I and Part 2, it shall be a Voltage and Frequency Independent (VFI) type UPS (as per standard IEC 62040-1, 2 & 3) . The UPS should be with IGBT Based Inverter Technology, Communication RS232/ RS485/ SNMP port open protocol for BMS integration as per approved by Engineering in charge. Required battery racks, DC breaker of suitable rating and interconnecting copper conductor cable of suitable size and connectors and all required accessories are inclusive in the cost. The UPS should have QR code which should contain drawing, test report OEM manual, Geo- Tag of manufacturing location etc

Electric Total:- 782,261.00

Net Total:- 6,937,762.00

Name of work :- Construction of Lawyer's Hall Building at Bettiah, Distt. West Champaran.

Rate as per S.O.R. of B.C.D Patna Effective Date - 01/01/2022.

Sl. No S.o.R Item of Works Nos Length Width Height Quantity Unit Rate Amount

1 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

2.29.1 All Kinds of soil

2 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.

2.8.1 All Kinds of soil

T.Area 84.080 M² (A)

T.Area 19.635 M² (B)

Under Grade beam

total 49.170 M i

total -3.395 M ii

i-ii G.Total 45.775 M x

total 51.695 M iii

total -4.175 M iv

iii-iv G.Total 47.520 M y

x+y T.Length 93.295 M

Qty of footings 84.080 2.000 168.160 M³

Combind footings 19.635 2.300 45.161 M³

3 2.27 Extra for every additional lift of 1.5 m or part thereof in:

2.27.1 All Kinds of soil

Qty of footings 1 84.080 0.500 42.040 M³

Combind footings 1 19.635 0.800 15.708 M³

4 2.26 Filling available excavated earth(excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20 cm indepth: consolidating each deposited layer by ramming and watering lead

60% of Total Earthwork 226.137 0.600 135.682 M³

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete

Qty of footings 84.080 0.150 12.612 M³

Combind footings 19.635 0.150 2.945 M³

Total Qty. 19.689 M³ (A)

waiting area 1 4.650 3.070 14.276 M²

Toilet her 1 1.950 1.200 2.340 M²

Toilet his 1 1.500 2.100 3.150 M²

Total 130.026 M² (B')

Total 47.834 M³ (B)

6 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering , taxes, royalty all complete as per building specification and direction of E/l,

In foudation Vide item no.2 103.715 M²

In Plinth Vide item no. 5 (B') 130.026 M²

In Plinth Prot. 1 54.390 1.000 54.390 M²

Cement Concrete Work

7 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)

In foudation 103.715 0.075 7.779 M³

In Plinth Prot. 54.390 0.075 4.079 M³

8 6.1C+6.1.14C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in Faudation and plinth in: Cement mortar 1:6 (1cement:6 coarse sand)

9 6.1.14C+6.3C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:6(1 cement: 6 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V

250mm thick wall

Grade beam 1 93.295 93.295 M

waiting area -1 4.500 -4.500 M

for mumty Along X-X

total 5.550 M x

total 9.075 M y

x+y T.Length 14.625 M

mumty side wall -1 3.275 -3.275 M

mumty parapet 1 14.625 0.250 0.900 3.291 M³

total 69.079 M³ A

total 41.651 M²

Lintels /bands over door & windows

opening -2 1.375 -2.750 M

total 2.679 M³ C

total 16.801 M²

10 6.1.12C+6.3C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:4(1 cement: 4 coarse sand ). Extra for Brick work in superstructure above plinth level upto floor V

125 mm thick wall

waiting area 1 4.500 4.500 M

Total 6.425 M³ A

Total 1.379 M³ B

Total 0.327 M³ C

Cement Concrete work

11 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1 (i) All work up to plinth level.

5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

(A) In Foundation

Column in fdn & plinth Total 38.637 M³ a

Total No. of column 16 Total 4.079 M³ b

G. Total (a+b) 42.716 M³ A

total 9.642 M³ B

total 3.801 M³ C

5.33.2 (ii) All work above plinth level up to floor V level.

5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

a.) Walls columns, pillars, posts cind struts

Parapet Colum. 8 0.400 0.350 1.000 1.120 M³

mumty Parapet 4 0.400 0.350 1.000 0.560 M³

total 11.188 M³ A

b.) Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.

B.) lintels bands

total 3.006 M³ B

C.) suspended floors,roofs slab

Ground Floor 1 10.250 9.000 92.250 M²

total 129.176 M² C'

Total 11.602 M³ D

E.) staircases ,beams, landings, and spiral stair cases

landing/Waist Slab 1 4.650 3.050 0.200 2.837 M³

Total 3.250 M³ (E)

Total Qty 9.990 0.075 0.749 M³ G

12 5.29.1 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Computation of Steel as per given design and drawing.

RCC Work kg/M³ Qty. (M³) MT

Column/Stiff. 170 11.188 1.902

Lintel /Band 75 3.006 0.225

Roof Slab 120 18.085 2.170

13 5.9.1 Centring and shuttering including strutting,propping etc.and removal or form work for Foundations, footings, bases Columns

(A) In Foundation

Total 51.632 M² A

Pedestals 12 3.200 0.150 5.760 M²

Total 7.350 M² B

14 5.9.3 Centering and shuttering in Roof slabs ,Suspended floors etc.

Area vide item no. 11(ii) C' 129.176 M²

15 5.9.5 Centering and shuttering in Plinth beam, major Lintel, Roof Beam

Grade Beams 2 93.295 0.400 74.636 M²

Plinth Band 2 93.295 0.150 27.989 M²

Lintel band 2 17.425 0.150 5.228 M²

At door & windows

Parapet band 2 39.525 0.075 5.929 M²

mumty Parapet band 2 14.625 0.075 2.194 M²

Gr. Floor Beam 1 87.850 0.770 67.645 M²

16 5.9.6 Centering and shuttering for column

A Column in fdn & plinth

Total 44.065 M² A

Parapet Colum. 8 1.500 1.000 12.000 M³

mumty Parapet 4 1.500 1.000 6.000 M³

Total 120.630 M² B

17 5.9.7 Centering and shuttering in Stair waist slab

18 5.9.19 Centering and shuttering in Chajja , Rack

Area vide item no. 11 (chhajja) 9.990 M² 550.90 5,503.00

19 5.9. 16.1 Centering & shuttering in Edges of slab

Doors and Windows

20 10.15.1 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-incharge Pressed Steel Door Frame Profile B

10.15.1.1 Profile 'B'

21 9.20.1 Providing and fixing (35 mm thick) flush door shutters decorative type core of block board construction with frame of 1st class hard wood and well matched teak ply veneering with vertical grains or cross bands and face venears on both faces of shutters. 35 mm thick including stainless steel butt hinges with necessary screwssqm

22 9.26 Extra for cutting rebate in flush door shutters {total area of the shutter to be Measured)

Area vide lush door shutters Total 13.230 M² 93.70 1,240.00

23 9.147F.1 Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, al complete as per approved drawing & direction of Engineer-inCharge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable

Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm)

24 9.101.2 Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc.complete: (twin rubber stoper) 8.000 Nos 60.80 486.00

25 9.96.1 Providing and fixing alluminium sliding door bolt anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with nuts and screws etc. complete: 300x16 mm 8.000 Nos 235.50 1,884.00

26 9.97 Providing and fixing alluminium sliding tower bolt anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with nuts and screws etc. complete: 300x10 mm 0.00

27 9.100. Providing and fixing alluminium handles anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete:(75mm) 0.00

28 10.12.1 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. 0.00

29 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units.

10.13B Steel windows

10.13C Steel ventilators

30 9.48.2 Providing and fixing M.S. grills of requirement pattern in frames of windows etc.with M.S. flats, square or round bars etc.all complete . Fixed to openings/ wooden frames with rawl plugs screws

Windows 34.721 M³

Total 46.475 M²

31 10.33.1 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer

32 10.18 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 20.00 Nos 165.40 3,308.00

33 10.36 Providing and fixing stainless steel (Grade 304) rail ing by welding etc complete as per manufacturer’s specification and direction of Engineer-in-charge..

34 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete.

Toilet her 1 1.950 1.200 2.340 M²

Toilet his 1 1.500 2.100 3.150 M²

35 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

36 11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand )

37 11.26.1 20 to 25 mm thick -

waiting area 1 4.650 3.070 14.276 M²

landing waist slab 1 4.650 3.050 14.183 M²

outer Steps 1 2.970 1.000 2.970 M³

38 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm

landing waist slab 1 4.650 3.050 0.150 2.310 M²

39 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab.

40 13.11.4 Cement plaster in course sand.12 mm cement plaster 1:6 (outside surface)

mumty Parapets 1 5.150 3.550 2.250 39.150 M²

columns proj. 8 0.150 7.700 9.240 M²

Chhajja centering area of chhajja 9.990 M²

41 13.12.4 15 mm cement plaster 1:6 (inside surface)

42 13.24.2 6 mm cement plaster 1:4 in ceiling

Roof Area vide ( 11) C' 1 129.176 129.176 M²

Area vide Chhajja (11) G 1 9.990 9.990 M²

landing/waist slab 1 4.650 3.050 14.183 M²

43 13.18 15 mm plaster 1:3 with cement punning

in plinth protection 1 54.390 1.000 54.390 M²

44 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Sum of Area of ceiling and inner wall plaster 471.162 M² 127.90 60,262.00

45 13.79.1 + 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade Applying one coat of cement primer of approved brand and manufacture on wall surface:

Sum of Area of chhajja & outer wall plaster 353.720 M² 119.80 42,376.00

46 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . New work (two or more coats ) over and including priming coat with cement primer

Sum of Area of ceiling & inner wall plaster-Chhajja 461.172 M² 102.30 47,178.00

47 13.81.3 + 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Applying priming coat: With ready mixed zinc chromate yellow primer over steel windows and ms grills twice the area

Area of Grill 1 46.475 46.475 M²

48 13.82B.2 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete.

Miscellaneous Work

49 12.78.2 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.110 mm dia pipe

50 12.79 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 :

12.79.4.2 110mm Single tee without doorShoe 2 8.000 16.000 each 190.70 3,051.00

51 12.80.2 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete.110 mm

52 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 10.000 each 47.90 479.00

53 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l,

Along Extr. wall 1 54.390 54.390 M

54 Approved Carriage of Materials

55 Approved Extra Cost of Supply of Materials

Building Division Supaul Building Division Supaul

Calculation for material consumption

SL. No. Item Qty Unit Cement S/Chips C/Sand 100A Brick Fly Ash Brck L./Sand

bags M³ M³ Nos Nos M³

1 Local sand filling 67.523 M³ 67.523

6 Brick Flat Soling 321.233 M² 10360.00 4.835

7 Stone/Tile in Floor 157.465 M² 27.00 3.774

8 Stone/Tile in wall /Skirting 88.140 M² 19.000 1.358

12 15 mm C.P 1:3 with punning 77.966 M² 17.000 1.435

J.E Building Division Supaul

Building Division Supaul

#REF! NS CP Plus DVR 8 channel 0.000 No. 4791.19 0.00 0 0 0 0 0 0 1 4791

#REF! NS CP Plus 2.4 Bullet guard plus camra 0.000 No. 9059.70 0.00 0 0 0 0 0 0 1 9060

#REF! NS C P Plus 2.4 Guard plus Dome camra 0.000 No. 8595.10 0.00 0 0 0 0 0 0 1 8595

#REF! NS Connecte 0.000 No. 836.28 0.00 1 836

#REF! NS Camra box 0.000 No. 548.23 0.00 1 548

#REF! NS Installation 0.000 No. 3289.37 0.00 1 3289

#REF! NS Wall Mount 0.000 No. 685.29 0.00 1 685

#REF! NS HDMI Cable 5 mtr. 0.000 No. 548.23 0.00 1 548

#REF! NS C P Plus Wire 0.000 No. 5052.53 0.00 1 5053

Detailed Estimates for Construction of Lawyer's Hall Building at Civil Court Campus, Banmankhi in dist-Purnea.

Rate as per S.O.R. of B.C.D Patna Effective Date - 01/07/2020.

Sl. No S.o.R Item of Works Unit Rate Amount

Details Nos Length Width Height Quantity

Protection wall.

1 2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . Including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All Kinds of soil

Total 10.980 M²

For gate 1 4.400 4.400 M

2 2.26 Filling available excavated earth(excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm indepth: consolidating each deposited layer by ramming and watering lead

60% of Total Earthwork 12.565 M³

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

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

Area vide (1) 10.980 M²

5 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

6 6.1.14C+6.1C Brick work with Fly ash bricks as per IS 12894 (2002) & 3495 in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand ).

7 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1 (i) All work up to plinth level.

5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

5.33.2 (ii) All work above plinth level up to floor V level.

5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

8 5.29.1 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Computation of Steel as per given design and drawing.

kg/M³ Qty. (M³) Kg

Total 1064.000 kg

9 5.9.1 Centring and shuttering including strutting, propping etc.and removal or form work for Foundations, footings, bases Columns

(A) In Foundation

10 5.9.6 Centering and shuttering for column

11 5.9.5 Centering and shuttering in Plinth beam, major Lintel, Roof Beam

12 9.48 Providing and fixing M.S. grills of requirement pattern in frames of windows etc.with M.S. flats, square or round bars etc.all complete . Fixed to openings/ wooden frames with rawl plugs screws

9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc

13 13.11.4 Cement plaster in course sand.12 mm cement plaster 1:6 (outside surface)

14 13.12.4 15 mm cement plaster 1:6 (inside surface)

15 13.79.1 + 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade Applying one coat of cement primer of approved brand and manufacture on wall surface:

Sum of Plaster Area 100.728 M² 119.80 12,067.00

16 13.81.3+13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Applying priming coat: With ready mixed zinc chromate yellow primer over steel windows and ms grills twice the area

17 Approved Carriage of Materials

Bricks (7+1 km) 4318.00 ‰ #REF! #REF!

Stone Chips 8.262 M³ #REF! #REF!

Coarse Sand 7.965 M³ #REF! #REF!

Local Sand (3 km) 2.598 M³ #REF! #REF!

18 Approved Extra Cost of Supply of Materials

Bricks 354.00 ‰ #REF! #REF!

Cement 81.000 bag #REF! #REF!

Building Division Bettiah Building Division Bettiah Building Division Bettiah

Calculation for material consumption

SL. No. Item Qty Unit Cement S/Chips C/Sand 100A Brick Fly Ash Brck L./Sand

bags M³ M³ Nos Nos M³

1 Local sand filling 2.433 M³ 2.433

5 Brick Flat Soling 10.980 M² 354.00 0.165

J.E Building Division Supaul

Building Division Supaul

Detailed Estimates of Auction for Dismentaling of old buildings present on the site of proposed construction of Lawyer's Hall Building, at Bettiah West Champaran.

Rate as per S.O.R. of B.C.D Patna Effective Date - 01-01-2022.

Sl.No. S.O.R Item of Works Nos Length Width Height Quantity Unit Rate Amount

1 15.7.3 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In lime mortar.

total 86.603 M³

ii. Building II

total 167.201 M³

2 15.27 Demolishing mud phaska in terracing and disposal of material within 50 metres lead

3 15.4 Demolishing R.B. work including stacking of steel bars and disposal of unserviceable material within 50 metres lead:

4 15.28.1 Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of: G.S. Sheet

Total 122,345.00

5 2602E Recovery of Brick.

40% of qty. vide 1 of Building I 17113.00

80% of qty. vide 1 of Building II 66078.00

6 ,0992 Recovery of Rosted damage Galvanised steel plain sheets 0.00

7 N.S Recovery of Unservisible materials ( as very old and damage steel, I-sectiction, wood purlin/truss, door and windows etc.) L.S 20,000.00

Total 448,088.00

Net. Refundable amount. 325,743.00

Hence Minimum cost for Auction Rs. 325,800.00

Building Division, Bettiah. Building Division, Bettiah. Building Division, Bettiah.

Damage Purlin (23.00M in length) 8.00 Each 2500.00 20,000.00

" Damage Truss (7.50M in length) 8.00 Each 4500.00 36,000.00