Construction of School Building (G+2) at Primary School Araria Sangram, Block- Jhanjharpur, District- Madhubani

BIHAR STATE EDUCATIONAL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. SHIKSHA BHAWAN, SAIDPUR, PATNA

Bill of Quantity for Construction of School Building (G+2) at Primary School Araria Sangram, Block- Jhanjharpur, District- Madhubani

Rates are based on SOR 2022 (w.e.f. 01.01.2022) for Civil & SOR 2023 (w.e.f. 01.09.2023) for Electrical Works

Amount of B.O.Q. (In Rs.) :- 4,46,23,160/- Amount of E.M.D. (In Rs.) :- 8,93,000/-

Cost of B.O.Q. (In Rs.) :- Rs.10,000/- (Ten Thousand) Completion Period :- 15 Months

Sr. No SOR No. Item of Work Quantity Unit Rate Amount

1 2.8.1 Earthwork in excavation in areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50m. All Kind of soil. 1886.84 cum 360.70 680,583.85

2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 2082.61 cum 123.90 258,035.13

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 230.77 cum 287.30 66,300.25 346261.12 5916.38 0.00 4970.45 21944.99 132395.48

4 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish , lead upto 50 m and lift upto 1.5 m All kinds of soil 806.50 100 sqm 1355.40 10,931.31 85988.70 0.00 0.00 0.00 0.00 22738.84

5 2.72 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish , lead upto 50 m and lift upto 1.5 m All kinds of soil 1461.59 sqm 287.30 419,913.83

6 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 128.21 cum 3998.10 512,583.57 184865.89 1723.80 0.00 0.00 1708.50 7030.26

7 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:3:6(1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) 2.71 cum 3434.00 9,306.14

8 4.3.1 Centring and shuttering including strutting,propping etc. and removal or form work for Foundations,footings, bases Columns 46.64 sqm. 211.10 9,844.65

9 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size ) over 75mm bad by dry brick ballast 40mm nominal size well rammend and consolidated and grouted with fine sand including finishing the top smooth. 6.45 sqm. 436.60 2,817.71

10 5.1.3 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work upto plinth level. 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0.93 cum 4232.40 3,936.13

11 5.2.1 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 127.22 cum 6943.50 883,377.07 466030.68 8196.11 0.00 0.00 7436.47 73375.43

12 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). 383.38 cum 5335.90 2,045,667.87

13 5.9.1 Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete. 323.79 sqm. 211.60 68,514.39

14 5.9.3 Centering and shuttering including strutting ,propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. 1976.30 sqm. 437.50 864,629.09

15 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 1649.00 sqm. 404.70 667,349.49

16 5.9.6 Centring and shuttering including strutting , Propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. 1203.72 sqm. 494.40 595,119.17

17 5.9.7 Centring and shuttering including strutting,propping etc. and removal of form for. Stairs,(excluding landings) except spiral-staircaces. 65.25 sqm. 439.90 28,703.48

18 5.9.19 Weather shade,Chajjas, corbels etc. including edges 21.69 sqm. 550.90 11,949.35

19 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.

20 5.33A.1+5.33B.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level. 1:1.2: (1 cement: 1 coarse sand: 2 graded stone aggregate 20mm nominal size) 601.79 cum 4921.40 2,961,654.52

21 6.1A + 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) (i) Long wall 8.75 cum 5017.90 43,906.63

22 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 45.342 cum 4819.900 218,543.91 0.00 0.00 0.00 0.00 0.00 0.00

23 6.1.14A+ 6.3A Brick work with bricks of class designation 100A 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 cum 301.45 cum 5662.10 1,706,842.88 1351500.47 25523.61 0.00 0.00 0.00 254930.49

24 6.18.4A Half brick masonry with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse send) 726.33 sq.m 599.30 435,289.57 1664014.23 0.00 0.00 0.00 0.00 0.00

25 6.21A Extra for providing and placing in position 2 nos., 6dia MS bars at every third course of half brick masonary (with F.P.S. brick) 726.33 sq.m 113.60 82,511.09 378400.46 0.00 0.00 0.00 0.00 0.00

26 8.10.1 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. White Agaria Marble Stone 9.00 sqm. 3061.20 27,550.80

27 9.21.2 Providing and fixing flush door shutters conforming to IS : 2202 (Part-I) non-decorative type.core of block board construction with frame of 1st class tiard wood and well mathched commercial 3 ply veneering wiih vertical grains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 149.40 sqm. 1641.50 245,240.10

28 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 steel windows by welding. For all floor 1259.52 Kg 144.50 182,000.64

29 9.62.1 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm 47.00 Each 169.00 7,943.00

30 9.63.1 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete: 250x10 mm 1200.00 each 70.10 84,120.00

31 9.66.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS :4992 with necessary screws etc. complete: 125 mm 800.00 Each 32.40 25,920.00

32 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 stopper 60.00 each 60.80 3,648.00

33 9.125 Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C.doors) using synthetic rubber based adhesive. 26.46 sqm. 856.70 22,668.28

34 9.147B.1 Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (whereever required) 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), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded 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 sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) 4.32 sqm. 6690.70 28,903.82

35 9.147D.1 Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multichambered 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 of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (whitepowder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), 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, all complete as per approved drawing & direction of Engineer-in-Charge. (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. Make in with Encraft / Lessoo 168.18 sqm. 7074.90 1,189,856.68

36 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. 980.70 kg 88.30 86,595.81

37 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet 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 lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 200.00 each 165.40 33,080.00

38 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 135.75 Kg 546.80 74,228.10

39 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 ) 20 to 25 mm thick - 710.72 sqm 1252.70 890,316.31 600292.73 6385.86 15350.63 0.00 0.00 47484.60

40 11.27 Kota stone slabs 20mm thick in risers of steps skirting. Dado & pillars laid on 12mm 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. 107.39 sq.m 1334.90 143,352.24

41 11.36 Providing and fixing 1st quality Ceramic glazed wall tiles conforming to IS : 15622 {thickness to be specified by the manufacturer} 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 step and dados over 12mm thick bed of Cement Mortar 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 pigments of matching shade complete. 0.00 sq.m 795.00 0.00

42 11.38 Providing and laying ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in all colors, shades, except white .Ivory, Grey,Fume red, Brown laid on 20mm thick bed of cement Mortar 1:4 (1 cement :4 coarse sand) including pointing the joints woth white cement matching pigments etc complete. 98.73 sq.m 862.40 85,144.75 1133438.07 21496.33 0.00 0.00 0.00 0.00

41 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 285.20 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 27.53 sq.m 283.30 7,799.25

42 12.52.2 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavemerts etc. 26.20 cum 3932.20 103,037.14 1208127.40 3777.77 0.00 0.00 0.00 0.00

44 13.13.1 + 13.26 + 13.36.5 20 mm cement Plaster 1:3 (1 cement: 3 coarse sand) with a floating coat of neat cement & neat cement punning 41.76 sqm. 280.90 11,730.38

46 13.17.1 13.26 + +13.36.1 12 mm cement Plaster 1:3 (1 cement: 3 coarse sand) with a floating coat of neat cement & Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12 mm cement plaster 1:3(1 cement :3 sand) 52.82 sqm 253.10 13,368.74

47 13.17.1 +13.36.1 12 mm cement Plaster 1:3 (1 cement: 3 coarse sand) with a floating coat of neat cement & Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12 mm cement plaster 1:3(1 cement :3 sand) 25.11 sqm. 212.60 5,338.39 128551.49 3893.60 8282.54 0.00 0.00 0.00

48 13.24.2 6mm cement mix plaster of mix 1:4 (1 cement :4 coarse sand) 1190.33 sq.m 125.60 149,505.55

49 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 1190.33 sqm. 137.00 163,075.32

50 13.77A.1 Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications Two or more coats on new work 1083.27 sqm. 56.60 61,313.08

51 13.78.2 Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer 1083.27 sqm. 38.70 41,922.55 275968.49 0.00 0.00 0.00 0.00 0.00

52 13.80 A.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. 2273.60 sqm. 105.40 239,637.52 333876.67 11781.65 6950.48 0.00 0.00 0.00

53 13.81.1 Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) 149.40 sqm. 39.70 5,931.18 324056.77 5787.56 0.00 0.00 0.00 0.00

54 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work. 336.36 sqm. 34.60 11,638.06 4393.60 0.00 0.00 0.00 0.00 0.00 25,622,448.48

55 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work 485.76 sqm. 84.50 41,046.72 21816.94 0.00 0.00 0.00 0.00 498.24

56 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth belowground with hand auger of approved quality in ordinary soil (vide classification of soil item A ) true to plumb andwithout eccentricity in any stage of operation anddisposal of the excavated earth up to 50 mtr , Lead including all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 92.00 m 178.30 16,403.60

57 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead including all lifts , all complete as per approved design and direction of (E/l) 23.00 Each 190.20 4,374.60

58 13.20 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement :5 coarse sand) and top layer 6 mm thick,cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. 550.02 sqm 227.40 125,075.46

Water Supply & Sanitary Installation Works

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

59 24.1.1.1 All types of soil - 300 mm dia. 90.00 Meter 486.80 43812.00

60 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. 0.00

24.3.1 100 mm nominal size dia 78.00 Meter 546.10 42595.80

61 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

24.4.1 100 mm nominal size dia 12.00 Meter 573.10 6877.20

62 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. 3.00 cum 1343.20 4029.60

63 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 3.00 hour 916.80 2750.40

64 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 150 mm dia 1.00 Each 210.70 210.70

65 24.14.1 Providing and fixing 100 mm dia M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 1.00 Each 1448.40 1448.40

66 24.15.1 Providing and fixing 100 mm dia Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 1.00 Each 228.30 228.30

67 Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I 1.00 Each 26446.00 26446.00

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. 0.00

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 to IS: 5382 leaving 10 mm gap for thermal expansion 0.00

70 12.79.3.1 75 x 75 x 75 mm dia Single tee with door 6.00 each 141.60 849.60

71 12.79.3.2 110 x 110 x 110 mm dia Single tee with door 11.00 each 193.40 2127.40

74 12.80.2 Providing and fixing 110 mm dia unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 250.00 each 182.72 45680.00

75 17.1.1 Providing and fixining water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S tap, 10 litre low white P.V.C. Flushing cistern with munally controlled device (handle level) conforming to IS : 7231 Parryware/Hindware with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.White Vitreous China Orissa pattern W C pan of size 580 x 440 mm with integral type foot rest. 30.00 Each 4470.90 134127.00

76 17.2.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern including flush pipe, with manually controlled device (handle lever), conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked black solid plastic seat and lid 3.00 Each 4116.30 12348.90

77 17.4.2 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 10.00 Each 5733.30 57333.00

78 17.7.4 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 550x400 mm with single 15 mm C.P. brass pillar taps. 15.00 Each 2135.80 32037.00

79 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia 30.00 Each 104.40 3132.00

80 17.70.1 Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 15.00 each 325.10 4876.50

81 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. 10.00 each 146.30 1463.00

82 17.73.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 5.00 each 424.00 2120.00

83 18.21.2 Providing and fixing uplasticised PVC connection pipe with brass ions : 45 cm length 15 mm nominal bore 10.00 each 85.20 852.00

84 18.51.1 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore 12.00 each 708.40 8500.80

85 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. 15 mm nominal bore 14.00 each 708.40 9917.60

86 17.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453 x 357 mm 25.00 Each 857.00 21425.00

87 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 24.00 Each 713.30 17119.20

88 18.9.2 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. 20 mm nominal outer dia Pipes 240.00 meter 205.30 49272.00

89 18.8.1 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 joining of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I Concealed work including cutting chases and making good the wall etc. 15 mm nominal outer dia Pipes 240.00 meter 278.20 66768.00

90 18.9.3 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. 25 mm nominal inner dia Pipes 240.00 meter 294.70 70728.00

91 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. 4000.00 per litre 9.70 38800.00

92 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 30.00 Each 434.20 13026.00

93 18.52.1 Providing and fixing C.P. brass stop cock (concealed of standard design and of approved make conforming to IS : 8931 45.00 Each 594.80 26766.00

94 19.2.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe 15.00 meter 404.30 6064.50

95 19.6.2 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: 150 mm dia R.C.C. pipe 15.00 meter 410.70 6160.50

96 19.27.1 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 80.00 Each 3743.30 299464.00

97 19.30.1.1 Contructing brick masonry chamber for Underground C.I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455x610 mm internal dimentions, total weight of cover with frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) RCC top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1cement:3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. Inside dimensions 466x610 mm and 45cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 75.00 Each 4266.80 320010.00

98 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with brick and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1.00 Each 33603.40 33603.40

99 19.34.2 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm dia 6.00 Each 429.60 2577.60

100 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised - PVC pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion

101 (A) Vent Cowel 110mm dia 12.00 Each 65.00 780.00

102 (B) Floor Trap 110x 110mm dia 15.00 Each 436.00 6540.00

103 Code no. of 1354 (i) Rectangular cover 455x610 mm with frame (low duty) 3.00 Each 1626.10 4878.30

Total (B) 1451142.50

Electrical Work

104 1.3 Wiring for light point/ fan point/ exhaust fan point with 1.5 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular type switch, modular Plate, suitable size G.I box etc. as required.

105 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 0.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(For current ) 2110.00 Meter 246.00 519,060.00

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire (For Power) 300.00 Meter 301.00 90,300.00

1.7.5 2 X 10 sq. mm + 1 X 10 sq. mm earth wire (For main panel to DB) 400.00 Meter 557.00 222,800.00

106 1.25 Supplying and fixing stepped type electronic Fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required. 70.00 Each 358.00 25,060.00

1.26 supplying and fixing modular Blanking plate on the existing modular plate and switch box excluding modular plate as required. 300.00 Each 34.00 10,200.00

107 1.27 Supplying and fixing following size /modules G.I. Box along with modular base & cover Plate for modular switches in recess etc as required. 0.00

108 1.31 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc. as required. (for switch board) 90.00 Each 414.00 37,260.00

109 1.31 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc. as required. (for computer and 6A separate switch & socket) 50.00 Each 414.00 20,700.00

110 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, painting etc, as required. 40.00 Each 531.00 21,240.00

111 1.33 Supplying and fixing 2 pin, 6 amp. Ceiling rose on the existing junction box/PVC box including connection etc as required. 250.00 Each 64.00 16,000.00

112 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. 42.00 Each 80.00 3,360.00

113 2.4 providing and fixing following rating and breaking capacity MCC Bin existing cubical epanel board including drilling holes cubicle panel, making connections etc. As required 0.00

114 2.7 Providing and fixing following capacity four pole ON-load panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required 0.00

115 2.8 S/F/F Way Single Pole & neutral, sheet steel, MCB distribution board, 240V on surface/recess, complete with tinned copper busbar,neutral busbar,earth bar, din bar inerconnections, power painted including earthing etc as reqd.(But without MCB/RCCB/Isolator) 0.00

2.8.9 2+12 Way Double door 25.00 Each 2314.00 57,850.00

116 2.12 Supplying and fixing following rating, 240/415 volts, ‘C’ series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00

2.12.1 6/32 amps, single pole, 75.00 Each 237.00 17,775.00

117 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. 0.00

2.13.2 40A DP (panel outgoing) 20.00 Each 1198.00 23,960.00

118 2.13.3 50/63 amps, Double pole (panel outgoing) 40.00 Each 2324.00 92,960.00

119 3.6 Earthing with Copper earth Plate 600mm X 600mm X 3mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe 2.7 meter long etc. with charcoal/ coke and salt as required. 3.00 P.Set 13721.00 41,163.00

120 3.17 providing and fixing 4.00 sq mm copper wire on surface or in recess for loop earthing etc. as required 80.00 RM 114.00 9,120.00

121 5.1 Supplying and fixing 4'X18 wat[ 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. 140 Each 521 72,940.00

122 7.1 Laying of one number PVC sheated /XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, and refilling the trench etc. excluding sand cushoining and protecting covering 0.00

7.1.2 Above 35 sq.mm and upto 95 sq.mm 120.00 p.meter 326.00 39,120.00

123 8.10.6 Supply and fixing digital Ammeter, three phase with CT coil in the existing cubical panel board including drilling holes in the panel board, making connection etc. As required. 40.00 Each 6536.00 261,440.00

124 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.) 100.00 sq.ft 1809.00 180,900.00

125 8.11.4 Supply and installation of 300 mm, 230 VA.C Exhaust fan in the existing opening, including including making good the damage, connection, testing, commissioning etc. as reqd. MAKE:-Orient/Crompton/Bajaj/Polycab. 30.00 Each 2572.00 77,160.00

126 8.15 Supply & installation of regular/ standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm with 1.5 sq.mm FR PVC insulated copper conductor etc as reqd. MAKE:-Orient/Crompton/Bajaj/Polycab. 350.00 Each 2482.00 868,700.00

127 1201 20 mm dia, ISI marked, PVC conduit 225.00 Meter 21.00 4,725.00

128 1202 25 mm dia, ISI marked, PVC conduit 435.00 Meter 29.00 12,615.00

131 1216 20 mm iron staple/saddles/screw 185.00 Each 8.00 1,480.00

132 1217 25 mm iron staple/saddles/screw 580.00 Each 10.00 5,800.00

133 1222 20mm PVC junction box, two way 320.00 Each 19.00 6,080.00

134 1830 50 mm X 5 mm copper strip (2.30 Kg/mtr) 150.00 Kg 612.00 91,800.00

135 2207 3.5 Core 50 sq. mm XLPE/ PVC insulated PVC sheathed (Heavy Duty) armoured electric cable with alluminium conductor 240.00 p.meter 394.00 94,560.00

136 DGS&D Brand new ISI marked Life Guard ABC type multipurpose Fire Extinguishers 4 Kgs. Capacity, fitted with pressure guage complete in all respects, ready to use, complete installation kit. 8.00 Nos. 7549.75 60,398.00

Campus Electrification

Supplying and laying following sizes and core PVC /XLPE insulated PVC sheathed,heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts.(Conforms to IS:1554,part-1)

137 2204 16sq mm x 4 core alluminium armoured cable . 300.00 RMT 210.00 63,000.00

138 2208 70sq mm x 3.5 core alluminium armoured cable . 120.00 RMT 526.00 63,120.00

139 2211 150sq mm x 3.5 core alluminium armoured cable . 50.00 RMT 965.00 48,250.00

140 2213 240sq mm x 3.5 core alluminium armoured cable . 120.00 RMT 1,566.00 0.00

141 2216 6sq mm x 2 core alluminium armoured cable . 135.00 RMT 145.00 19,575.00

142 2217 10sq mm x 4 core alluminium armoured cable . 156.00 RMT 175.00 27,300.00

144 7.1.1 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. 0.00

145 7.1.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation,sand cushioning, protective covering and refilling the trench etc. as required. 0.00

146 7.1.4 Above 185 sq. mm and upto 400 sq. mm 40.00 mtr 368.00 0.00

7.2 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation,sand cushioning, protective covering and refilling the trench etc. as required. 0.00

1 7.2.3 Above 95 sq. mm and upto 185 sq. mm 550.00 mtr 243.00 0.00

148 3.15 Providing and fixing 25x5mm GI strip on surface /recess for connection as required. 25.00 METRE 195.00 4,875.00

149 3.2 Earthing with GI 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. 3.00 SET 6,323.00 18,969.00

150 4.4 Rivetting, sweating and soldering of copper/GI tape (with another copper/GI tape base of the finial or any other metallic object) as required. 20.00 each 81.00 1,620.00

151 5.14.5 Supplying and fixing following LED street/ Flood light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc on pole/building including connection and earthing the body etc. as required. 120 Watt Street light 50.00 EACH 6,654.00 332,700.00

152 8.1.2 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required. Above 6.5 metre and upto 8 metre 50.00 EACH 4,597.00 229,850.00

153 8.24 Supply and erection of 8 metre height Hot-dip galvanized octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 155 mm, made of 3 mm thick sheet along with base plate of size 260 X 260 X 16 mm , small door opening for junction box mounting with MCB & connector, cement concrete of 1:3:6 including excavation, refilling and suitable size foundation bolts with template and all complete job as required. (but without pole collar)

156 4.1.3 Providing and laying in position cement concrete of specified grade excluding 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)

(Under Bottom Of Kerb Stone)

3.6mt Wide Road, Length of Road= 52.2mt, 5.4mt Wide Road, Length of Road= 40.8mt. 46.50 Cum 3,998.10 185,911.65

156 11.79.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator , filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer ’s specifications & direction of Engineer -in-Charge: 0 mm thick c.c. paver block of M-35 grade with white colour design and pattern. 0.00

3.6mt Wide Road, Length of Road= 52.2mt, 5.4mt Wide Road, Length of Road= 40.8mt. 93.00 Sqm 906.10 84,267.30

155 16.10 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 0.00

3.6mt Wide Road, Length of Road= 52.2mt, 5.4mt Wide Road, Length of Road= 40.8mt. 408.24 Sqm 90.70 37,027.37

156 16.20 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 190.76 Cum 187.70 35,806.40

157 16.30 Supplying and stacking at site. 190.76 Cum 187.70 35,806.40

158 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 61.38 Cum 7,998.80 490,966.34

16.78.2 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 0.00

159 16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 0.00

3.6mt Wide Road, Length of Road= 52.2mt, 5.4mt Wide Road, Length of Road= 40.8mt. 0.00

160 CARRIAGE OF MATERIALS

(ii) Stone aggregate 1,574.52 cum 2,861.84 4,506,026.90

(iii) Coarse Sand 880.18 cum 3,795.83 3,341,021.93

(iv) Local Sand 232.34 cum 316.15 73,455.39

161 Extra Cost of Material

162 Seigniorage Fees

(i) Stone Chips 1,574.52 cum 59.54 93,746.91

(ii) Coarse Sand 880.18 cum 17.58 15,473.62

(iii) Local Sand 232.34 cum 14.19 3,296.93

Total (A+B+C+D+E+F) 42,642,103.25

Add 6% GST beyond 12% (Multiplying Factor - 0.0536) 1,981,057.00

Grand Total (G) 44,623,160.25

Four Crore Forty Six Lakh Twenty Three Thousand One Hundred Sixty Only

CARRAIGE COST OF MATERIALS ")

1. Coarse Sand = Lead - ( 173 kms.)

2. Stone Chips = Source - Mirza-Cheuki Lead = 1 US+ 4 P+ 350 R+ 8 P Kms

Quarry to Railway yard Lead :- 5 Kms.

Unsurface Road :- 8 / 5 x 13.50 x 1 = Rs. 21.60

Surface Road :- 8 / 5 x 11.20 x 4 = Rs. 71.68

Loading at quary site and unloading

at MIRZA-CHEUKI Rly. Yard. = Rs. 195.10

Loading on Railway wagon and

unloading at Darbhanga Yard. = Rs. 195.10

MIRZA-CHEUKI to Darbhanga Railway yard distance = 350.00 Kms

Rly. Frieght Rates for 350.00 Kms. = Rs. 499.10 / MT

Add 2% development surcharge = Rs. 9.98

Add 7% Busy season surcharge = Rs. 35.64

Terminal Charge (OTC + DTC) = Rs. 80.00 / MT

Rly. Frieght in M³

So, carriage cost from MIRZA-CHEUKI Rly yard to Darbhanga Rly yard

Darbhanga to Work Site By Road, Lead 53 Kms (P)

Carriage Cost = 8 / 5 x 11.20 x 53 + 195.10

Total Carriage Cost = Rs. ( 1617.35 + 1144.86 )

3. Local Sand = Lead - ( 2 P + 1 K )

4. Bricks = Lead - ( 7 P + 1 K )

= 832.11 / thousand

= 941.28 / thousand

5. Cement / Steel = Lead - 5 Kms (P)

Cement Carriage = Rs. 518.09 / 20

Cost / Bag = Rs. 25.90 / Bags

Junior Engineer Assistant Engineer Executive Engineer

Carriage of Materials

Name of Material : Sand

Truck Capacity 5 Cum

Loading Unloading 121 Cum

Distance from source to work site

Pucca = 45 Km. Kaccha = 0 Km.

Add labour cess @ 1% = 5.46

Carriage of Materials

Name of Material : Chips

Truck Capacity 5 Cum

Loading Unloading 121 Cum

Distance from source to work site

Pucca = 168 Km. Kaccha = 0 Km.

Add labour cess @ 1% = 17.07

Total = 1723.99

Carriage of Materials

Name of Material : Bricks

Truck Capacity 5 Cum

Loading Unloading 121 Cum

Distance from source to work site

Pucca = 7 Km. Kaccha = 1 Km.

Add labour cess @ 1% = 4.76

Carriage of Materials

Name of Material : Local Sand

Distance from source to work site

Pucca = 2 Km. Kaccha = 1 Km.

Add labour cess @ 1% = 1.63

Carriage of Materials

Name of Material : Rabish

Distance from source to work site

Pucca = 7 Km. Kaccha = 1 Km.

Add labour cess @ 1% = 2.10

Carraige for exmaination Hall

Sl Name of College Chips Sand

Source By Rail Source By Road Source By Road Source By Rail

1 Rajendra College, Chapra Sheikhpura 215 Rail Yard Chapra 3 Doriganj 14 -- --

2 R. K. College, Madhubani Sheikhpura 207 Khajauli Yard 31 Quil 180 -- --

3 M S College, Motihari Sheikhpura 246 Bapu Dham Motihari Yard 3 Doriganj 119 -- --

4 MJK College, Motihari Sheikhpura 289 Betiyah Yard 4 Doriganj 194 -- --

5 RD&DJ College, Munger Mirza Chauki 119 Munger Yard 5 Quil 55 -- --

6 LS College Muzaffarpur Sheikhpura 162 Narayanpur Anant 5 Doriganj 105 -- --

7 Sunderwati Mahila college, Bhagalpur -- -- Mirza Chauki 65 Jagdishpur 50 -- --

8 CM Science College, Bhagalpur Sheikhpura 152 Darbhanga 3 Quil 153 -- --

9 Rajendra Mishra College Saharsa Sheikhpura 194 Saharsa 1 Quil 125 -- --

10 HD jain College Arrah -- -- Karvandiya 114 Koilawar 25 -- --

11 Purnia College, Purnia Mirza Chauki 187 Purnia Yard 5 Chapra 74 -- --

BIHAR STATE EDUCATIONAL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. SHIKSHA BHAWAN, SAIDPUR, PATNA

DETAILED ESTIMATE

BASED ON S.O.R. BIHAR, RCD 2022/ BCD 2022

SL. No SOR NO. ITEM OF WORKS NOS. LENGTH / L WIDTH / B HEIGHT/ DEPTH QUANTITY UNIT RATE AMOUNT

1 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

12'-0" Wide Road, Length of Road= 334'-0" 1 300.00 12.00 3600.00 Sq.Ft.

2 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

12'-0" Wide Road, Length of Road = 334'-0" 1 300.00 12.00 0.60 2160.00 Cu.Ft.

3 16.3 Supplying and stacking at site.

16.3.9 Good earth

4 16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

12'-0" Wide Road, Length of Road = 334'-0" 1 300.00 12 0.83 3000.00 Cu.Ft.

5 11.79.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator , filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer ’s specifications & direction of Engineer -in-Charge: 0 mm thick c.c. paver block of M-35 grade with white colour design and pattern.

12'-0" WIDE ROAD, LENGTH OF ROAD = 334'-0" 1 300.0 12.00 3600.00 Sq.ft.

6 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

12'-0" Wide Road, Length of Road = 334'-0" 2 300.00 0.33 1.00 198.00 Cu.Ft.

7 4.1.3 Providing and laying in position cement concrete of specified grade excluding 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)

(Under Bottom Of Kerb Stone)

12'-0" Wide Road, Length of Road = 334'-0" 2 300.00 0.67 0.25 100.50 Cu.Ft.

8 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

12'-0" Wide Road, Length of Road = 334'-0" 2 300.00 1.00 600.00 Sq.Ft.

Total (A) 529,161.33

Add 6% GST beyond 12% (Multiplying Factor - 0.0536) 28,363.00

Grand Total (A) 557,524.33

9 CARRIAGE OF MATERIALS

(i) Cement 1.70 #REF! #REF! #REF!

(ii) Stone aggregate 134.98 #REF! #REF! #REF!

(iii) Coarse Sand 2.35 #REF! #REF! #REF!

(iv) Local Sand 5.02 #REF! #REF! #REF!

10 Add Extra Cost of Material

Cement 1.70 #REF! #REF! #REF!

11 Add Seigniorage Fees #REF!

(i) Stone Chips 134.98 cum #REF! #REF! #REF!

(ii) Coarse Sand 2.35 cum #REF! #REF! #REF!

(iii) Local Sand 5.02 cum #REF! #REF!

Total (B) #REF!

Add 6% GST beyond 12% (Multiplying Factor - 0.0536) #REF!

Grand Total (B) #REF!

Total (A+B) #REF!

Material Statement of Road

S.No. S.O.R Items Unit Quantity Cement in Cum Coarse Sand in Cum Local Sand in Cum Stone Aggregate in Cum

3 17.79.2 Paverblock sqm 334.88 5.02

1.70 cum cum cum

BIHAR STATE EDUCATIONAL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. SHIKSHA BHAWAN, SAIDPUR, PATNA

Bill of Quantity for Construction of School Building (G+2) at Primary School Araria Sangram, Block- Jhanjharpur, District- Madhubani

Rates are based on SOR 2022 (w.e.f. 01.01.2022) for Civil & SOR 2023 (w.e.f. 01.09.2023) for Electrical Works

Amount of B.O.Q. (In Rs.) :- 4,46,23,160/- Amount of E.M.D. (In Rs.) :- 8,93,000/-

Cost of B.O.Q. (In Rs.) :- Rs.10,000/- (Ten Thousand) Completion Period :- 15 Months

Sr. No SOR No. Item of Work Quantity Unit Rate Amount

1 2.8.1 Earthwork in excavation in areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50m. All Kind of soil. 1886.84 cum 360.70 680,583.85

2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 2082.61 cum 123.90 258,035.13

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 230.77 cum 287.30 66,300.25 346261.12 5916.38 0.00 4970.45 21944.99 132395.48

4 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish , lead upto 50 m and lift upto 1.5 m All kinds of soil 806.50 100 sqm 1355.40 10,931.31 85988.70 0.00 0.00 0.00 0.00 22738.84

5 2.72 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish , lead upto 50 m and lift upto 1.5 m All kinds of soil 1461.59 sqm 287.30 419,913.83

6 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 128.21 cum 3998.10 512,583.57 184865.89 1723.80 0.00 0.00 1708.50 7030.26

7 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:3:6(1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) 2.71 cum 3434.00 9,306.14

8 4.3.1 Centring and shuttering including strutting,propping etc. and removal or form work for Foundations,footings, bases Columns 46.64 sqm. 211.10 9,844.65

9 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size ) over 75mm bad by dry brick ballast 40mm nominal size well rammend and consolidated and grouted with fine sand including finishing the top smooth. 6.45 sqm. 436.60 2,817.71

10 5.1.3 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work upto plinth level. 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0.93 cum 4232.40 3,936.13

11 5.2.1 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 127.22 cum 6943.50 883,377.07 466030.68 8196.11 0.00 0.00 7436.47 73375.43

12 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). 383.38 cum 5335.90 2,045,667.87

13 5.9.1 Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete. 323.79 sqm. 211.60 68,514.39

14 5.9.3 Centering and shuttering including strutting ,propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. 1976.30 sqm. 437.50 864,629.09

15 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 1649.00 sqm. 404.70 667,349.49

16 5.9.6 Centring and shuttering including strutting , Propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. 1203.72 sqm. 494.40 595,119.17

17 5.9.7 Centring and shuttering including strutting,propping etc. and removal of form for. Stairs,(excluding landings) except spiral-staircaces. 65.25 sqm. 439.90 28,703.48

18 5.9.19 Weather shade,Chajjas, corbels etc. including edges 21.69 sqm. 550.90 11,949.35

19 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.

20 5.33A.1+5.33B.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level. 1:1.2: (1 cement: 1 coarse sand: 2 graded stone aggregate 20mm nominal size) 601.79 cum 4921.40 2,961,654.52

21 6.1A + 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) (i) Long wall 8.75 cum 5017.90 43,906.63

22 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 45.342 cum 4819.900 218,543.91 0.00 0.00 0.00 0.00 0.00 0.00

23 6.1.14A+ 6.3A Brick work with bricks of class designation 100A 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 cum 301.45 cum 5662.10 1,706,842.88 1351500.47 25523.61 0.00 0.00 0.00 254930.49

24 6.18.4A Half brick masonry with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse send) 726.33 sq.m 599.30 435,289.57 1664014.23 0.00 0.00 0.00 0.00 0.00

25 6.21A Extra for providing and placing in position 2 nos., 6dia MS bars at every third course of half brick masonary (with F.P.S. brick) 726.33 sq.m 113.60 82,511.09 378400.46 0.00 0.00 0.00 0.00 0.00

26 8.10.1 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. White Agaria Marble Stone 9.00 sqm. 3061.20 27,550.80

27 9.21.2 Providing and fixing flush door shutters conforming to IS : 2202 (Part-I) non-decorative type.core of block board construction with frame of 1st class tiard wood and well mathched commercial 3 ply veneering wiih vertical grains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 149.40 sqm. 1641.50 245,240.10

28 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 steel windows by welding. For all floor 1259.52 Kg 144.50 182,000.64

29 9.62.1 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm 47.00 Each 169.00 7,943.00

30 9.63.1 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete: 250x10 mm 1200.00 each 70.10 84,120.00

31 9.66.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS :4992 with necessary screws etc. complete: 125 mm 800.00 Each 32.40 25,920.00

32 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 stopper 60.00 each 60.80 3,648.00

33 9.125 Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C.doors) using synthetic rubber based adhesive. 26.46 sqm. 856.70 22,668.28

34 9.147B.1 Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (whereever required) 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), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded 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 sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) 4.32 sqm. 6690.70 28,903.82

35 9.147D.1 Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multichambered 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 of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (whitepowder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), 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, all complete as per approved drawing & direction of Engineer-in-Charge. (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. Make in with Encraft / Lessoo 168.18 sqm. 7074.90 1,189,856.68

36 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. 980.70 kg 88.30 86,595.81

37 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet 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 lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 200.00 each 165.40 33,080.00

38 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 135.75 Kg 546.80 74,228.10

39 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 ) 20 to 25 mm thick - 710.72 sqm 1252.70 890,316.31 600292.73 6385.86 15350.63 0.00 0.00 47484.60

40 11.27 Kota stone slabs 20mm thick in risers of steps skirting. Dado & pillars laid on 12mm 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. 107.39 sq.m 1334.90 143,352.24

41 11.36 Providing and fixing 1st quality Ceramic glazed wall tiles conforming to IS : 15622 {thickness to be specified by the manufacturer} 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 step and dados over 12mm thick bed of Cement Mortar 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 pigments of matching shade complete. 0.00 sq.m 795.00 0.00

42 11.38 Providing and laying ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in all colors, shades, except white .Ivory, Grey,Fume red, Brown laid on 20mm thick bed of cement Mortar 1:4 (1 cement :4 coarse sand) including pointing the joints woth white cement matching pigments etc complete. 98.73 sq.m 862.40 85,144.75 1133438.07 21496.33 0.00 0.00 0.00 0.00

41 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 285.20 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 27.53 sq.m 283.30 7,799.25

42 12.52.2 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavemerts etc. 26.20 cum 3932.20 103,037.14 1208127.40 3777.77 0.00 0.00 0.00 0.00

44 13.13.1 + 13.26 + 13.36.5 20 mm cement Plaster 1:3 (1 cement: 3 coarse sand) with a floating coat of neat cement & neat cement punning 41.76 sqm. 280.90 11,730.38

46 13.17.1 13.26 + +13.36.1 12 mm cement Plaster 1:3 (1 cement: 3 coarse sand) with a floating coat of neat cement & Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12 mm cement plaster 1:3(1 cement :3 sand) 52.82 sqm 253.10 13,368.74

47 13.17.1 +13.36.1 12 mm cement Plaster 1:3 (1 cement: 3 coarse sand) with a floating coat of neat cement & Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12 mm cement plaster 1:3(1 cement :3 sand) 25.11 sqm. 212.60 5,338.39 128551.49 3893.60 8282.54 0.00 0.00 0.00

48 13.24.2 6mm cement mix plaster of mix 1:4 (1 cement :4 coarse sand) 1190.33 sq.m 125.60 149,505.55

49 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 1190.33 sqm. 137.00 163,075.32

50 13.77A.1 Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications Two or more coats on new work 1083.27 sqm. 56.60 61,313.08

51 13.78.2 Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer 1083.27 sqm. 38.70 41,922.55 275968.49 0.00 0.00 0.00 0.00 0.00

52 13.80 A.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. 2273.60 sqm. 105.40 239,637.52 333876.67 11781.65 6950.48 0.00 0.00 0.00

53 13.81.1 Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) 149.40 sqm. 39.70 5,931.18 324056.77 5787.56 0.00 0.00 0.00 0.00

54 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work. 336.36 sqm. 34.60 11,638.06 4393.60 0.00 0.00 0.00 0.00 0.00 25,622,448.48

55 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work 485.76 sqm. 84.50 41,046.72 21816.94 0.00 0.00 0.00 0.00 498.24

56 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth belowground with hand auger of approved quality in ordinary soil (vide classification of soil item A ) true to plumb andwithout eccentricity in any stage of operation anddisposal of the excavated earth up to 50 mtr , Lead including all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 92.00 m 178.30 16,403.60

57 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead including all lifts , all complete as per approved design and direction of (E/l) 23.00 Each 190.20 4,374.60

58 13.20 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement :5 coarse sand) and top layer 6 mm thick,cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. 550.02 sqm 227.40 125,075.46

Water Supply & Sanitary Installation Works

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

59 24.1.1.1 All types of soil - 300 mm dia. 90.00 Meter 486.80 43812.00

60 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. 0.00

24.3.1 100 mm nominal size dia 78.00 Meter 546.10 42595.80

61 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

24.4.1 100 mm nominal size dia 12.00 Meter 573.10 6877.20

62 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. 3.00 cum 1343.20 4029.60

63 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 3.00 hour 916.80 2750.40

64 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 150 mm dia 1.00 Each 210.70 210.70

65 24.14.1 Providing and fixing 100 mm dia M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 1.00 Each 1448.40 1448.40

66 24.15.1 Providing and fixing 100 mm dia Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 1.00 Each 228.30 228.30

67 Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I 1.00 Each 26446.00 26446.00

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. 0.00

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 to IS: 5382 leaving 10 mm gap for thermal expansion 0.00

70 12.79.3.1 75 x 75 x 75 mm dia Single tee with door 6.00 each 141.60 849.60

71 12.79.3.2 110 x 110 x 110 mm dia Single tee with door 11.00 each 193.40 2127.40

74 12.80.2 Providing and fixing 110 mm dia unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 250.00 each 182.72 45680.00

75 17.1.1 Providing and fixining water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S tap, 10 litre low white P.V.C. Flushing cistern with munally controlled device (handle level) conforming to IS : 7231 Parryware/Hindware with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.White Vitreous China Orissa pattern W C pan of size 580 x 440 mm with integral type foot rest. 30.00 Each 4470.90 134127.00

76 17.2.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern including flush pipe, with manually controlled device (handle lever), conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked black solid plastic seat and lid 3.00 Each 4116.30 12348.90

77 17.4.2 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 10.00 Each 5733.30 57333.00

78 17.7.4 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 550x400 mm with single 15 mm C.P. brass pillar taps. 15.00 Each 2135.80 32037.00

79 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia 30.00 Each 104.40 3132.00

80 17.70.1 Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 15.00 each 325.10 4876.50

81 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. 10.00 each 146.30 1463.00

82 17.73.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 5.00 each 424.00 2120.00

83 18.21.2 Providing and fixing uplasticised PVC connection pipe with brass ions : 45 cm length 15 mm nominal bore 10.00 each 85.20 852.00

84 18.51.1 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore 12.00 each 708.40 8500.80

85 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. 15 mm nominal bore 14.00 each 708.40 9917.60

86 17.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453 x 357 mm 25.00 Each 857.00 21425.00

87 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 24.00 Each 713.30 17119.20

88 18.9.2 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. 20 mm nominal outer dia Pipes 240.00 meter 205.30 49272.00

89 18.8.1 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 joining of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I Concealed work including cutting chases and making good the wall etc. 15 mm nominal outer dia Pipes 240.00 meter 278.20 66768.00

90 18.9.3 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. 25 mm nominal inner dia Pipes 240.00 meter 294.70 70728.00

91 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. 4000.00 per litre 9.70 38800.00

92 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 30.00 Each 434.20 13026.00

93 18.52.1 Providing and fixing C.P. brass stop cock (concealed of standard design and of approved make conforming to IS : 8931 45.00 Each 594.80 26766.00

94 19.2.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe 15.00 meter 404.30 6064.50

95 19.6.2 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: 150 mm dia R.C.C. pipe 15.00 meter 410.70 6160.50

96 19.27.1 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 80.00 Each 3743.30 299464.00

97 19.30.1.1 Contructing brick masonry chamber for Underground C.I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455x610 mm internal dimentions, total weight of cover with frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) RCC top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1cement:3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. Inside dimensions 466x610 mm and 45cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 75.00 Each 4266.80 320010.00

98 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with brick and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1.00 Each 33603.40 33603.40

99 19.34.2 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm dia 6.00 Each 429.60 2577.60

100 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised - PVC pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion

101 (A) Vent Cowel 110mm dia 12.00 Each 65.00 780.00

102 (B) Floor Trap 110x 110mm dia 15.00 Each 436.00 6540.00

103 Code no. of 1354 (i) Rectangular cover 455x610 mm with frame (low duty) 3.00 Each 1626.10 4878.30

Total (B) 1451142.50

Electrical Work

104 1.3 Wiring for light point/ fan point/ exhaust fan point with 1.5 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular type switch, modular Plate, suitable size G.I box etc. as required.

105 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 0.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(For current ) 2110.00 Meter 246.00 519,060.00

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire (For Power) 300.00 Meter 301.00 90,300.00

1.7.5 2 X 10 sq. mm + 1 X 10 sq. mm earth wire (For main panel to DB) 400.00 Meter 557.00 222,800.00

106 1.25 Supplying and fixing stepped type electronic Fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required. 70.00 Each 358.00 25,060.00

1.26 supplying and fixing modular Blanking plate on the existing modular plate and switch box excluding modular plate as required. 300.00 Each 34.00 10,200.00

107 1.27 Supplying and fixing following size /modules G.I. Box along with modular base & cover Plate for modular switches in recess etc as required. 0.00

108 1.31 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc. as required. (for switch board) 90.00 Each 414.00 37,260.00

109 1.31 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc. as required. (for computer and 6A separate switch & socket) 50.00 Each 414.00 20,700.00

110 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, painting etc, as required. 40.00 Each 531.00 21,240.00

111 1.33 Supplying and fixing 2 pin, 6 amp. Ceiling rose on the existing junction box/PVC box including connection etc as required. 250.00 Each 64.00 16,000.00

112 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. 42.00 Each 80.00 3,360.00

113 2.4 providing and fixing following rating and breaking capacity MCC Bin existing cubical epanel board including drilling holes cubicle panel, making connections etc. As required 0.00

114 2.7 Providing and fixing following capacity four pole ON-load panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required 0.00

115 2.8 S/F/F Way Single Pole & neutral, sheet steel, MCB distribution board, 240V on surface/recess, complete with tinned copper busbar,neutral busbar,earth bar, din bar inerconnections, power painted including earthing etc as reqd.(But without MCB/RCCB/Isolator) 0.00

2.8.9 2+12 Way Double door 25.00 Each 2314.00 57,850.00

116 2.12 Supplying and fixing following rating, 240/415 volts, ‘C’ series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00

2.12.1 6/32 amps, single pole, 75.00 Each 237.00 17,775.00

117 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. 0.00

2.13.2 40A DP (panel outgoing) 20.00 Each 1198.00 23,960.00

118 2.13.3 50/63 amps, Double pole (panel outgoing) 40.00 Each 2324.00 92,960.00

119 3.6 Earthing with Copper earth Plate 600mm X 600mm X 3mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe 2.7 meter long etc. with charcoal/ coke and salt as required. 3.00 P.Set 13721.00 41,163.00

120 3.17 providing and fixing 4.00 sq mm copper wire on surface or in recess for loop earthing etc. as required 80.00 RM 114.00 9,120.00

121 5.1 Supplying and fixing 4'X18 wat[ 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. 140 Each 521 72,940.00

122 7.1 Laying of one number PVC sheated /XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, and refilling the trench etc. excluding sand cushoining and protecting covering 0.00

7.1.2 Above 35 sq.mm and upto 95 sq.mm 120.00 p.meter 326.00 39,120.00

123 8.10.6 Supply and fixing digital Ammeter, three phase with CT coil in the existing cubical panel board including drilling holes in the panel board, making connection etc. As required. 40.00 Each 6536.00 261,440.00

124 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.) 100.00 sq.ft 1809.00 180,900.00

125 8.11.4 Supply and installation of 300 mm, 230 VA.C Exhaust fan in the existing opening, including including making good the damage, connection, testing, commissioning etc. as reqd. MAKE:-Orient/Crompton/Bajaj/Polycab. 30.00 Each 2572.00 77,160.00

126 8.15 Supply & installation of regular/ standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm with 1.5 sq.mm FR PVC insulated copper conductor etc as reqd. MAKE:-Orient/Crompton/Bajaj/Polycab. 350.00 Each 2482.00 868,700.00

127 1201 20 mm dia, ISI marked, PVC conduit 225.00 Meter 21.00 4,725.00

128 1202 25 mm dia, ISI marked, PVC conduit 435.00 Meter 29.00 12,615.00

131 1216 20 mm iron staple/saddles/screw 185.00 Each 8.00 1,480.00

132 1217 25 mm iron staple/saddles/screw 580.00 Each 10.00 5,800.00

133 1222 20mm PVC junction box, two way 320.00 Each 19.00 6,080.00

134 1830 50 mm X 5 mm copper strip (2.30 Kg/mtr) 150.00 Kg 612.00 91,800.00

135 2207 3.5 Core 50 sq. mm XLPE/ PVC insulated PVC sheathed (Heavy Duty) armoured electric cable with alluminium conductor 240.00 p.meter 394.00 94,560.00

136 DGS&D Brand new ISI marked Life Guard ABC type multipurpose Fire Extinguishers 4 Kgs. Capacity, fitted with pressure guage complete in all respects, ready to use, complete installation kit. 8.00 Nos. 7549.75 60,398.00

Campus Electrification

Supplying and laying following sizes and core PVC /XLPE insulated PVC sheathed,heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts.(Conforms to IS:1554,part-1)

137 2204 16sq mm x 4 core alluminium armoured cable . 300.00 RMT 210.00 63,000.00

138 2208 70sq mm x 3.5 core alluminium armoured cable . 120.00 RMT 526.00 63,120.00

139 2211 150sq mm x 3.5 core alluminium armoured cable . 50.00 RMT 965.00 48,250.00

140 2213 240sq mm x 3.5 core alluminium armoured cable . 120.00 RMT 1,566.00 0.00

141 2216 6sq mm x 2 core alluminium armoured cable . 135.00 RMT 145.00 19,575.00

142 2217 10sq mm x 4 core alluminium armoured cable . 156.00 RMT 175.00 27,300.00

144 7.1.1 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. 0.00

145 7.1.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation,sand cushioning, protective covering and refilling the trench etc. as required. 0.00

146 7.1.4 Above 185 sq. mm and upto 400 sq. mm 40.00 mtr 368.00 0.00

7.2 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation,sand cushioning, protective covering and refilling the trench etc. as required. 0.00

1 7.2.3 Above 95 sq. mm and upto 185 sq. mm 550.00 mtr 243.00 0.00

148 3.15 Providing and fixing 25x5mm GI strip on surface /recess for connection as required. 25.00 METRE 195.00 4,875.00

149 3.2 Earthing with GI 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. 3.00 SET 6,323.00 18,969.00

150 4.4 Rivetting, sweating and soldering of copper/GI tape (with another copper/GI tape base of the finial or any other metallic object) as required. 20.00 each 81.00 1,620.00

151 5.14.5 Supplying and fixing following LED street/ Flood light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc on pole/building including connection and earthing the body etc. as required. 120 Watt Street light 50.00 EACH 6,654.00 332,700.00

152 8.1.2 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required. Above 6.5 metre and upto 8 metre 50.00 EACH 4,597.00 229,850.00

153 8.24 Supply and erection of 8 metre height Hot-dip galvanized octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 155 mm, made of 3 mm thick sheet along with base plate of size 260 X 260 X 16 mm , small door opening for junction box mounting with MCB & connector, cement concrete of 1:3:6 including excavation, refilling and suitable size foundation bolts with template and all complete job as required. (but without pole collar)

156 4.1.3 Providing and laying in position cement concrete of specified grade excluding 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)

(Under Bottom Of Kerb Stone)

3.6mt Wide Road, Length of Road= 52.2mt, 5.4mt Wide Road, Length of Road= 40.8mt. 46.50 Cum 3,998.10 185,911.65

156 11.79.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator , filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer ’s specifications & direction of Engineer -in-Charge: 0 mm thick c.c. paver block of M-35 grade with white colour design and pattern. 0.00

3.6mt Wide Road, Length of Road= 52.2mt, 5.4mt Wide Road, Length of Road= 40.8mt. 93.00 Sqm 906.10 84,267.30

155 16.10 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 0.00

3.6mt Wide Road, Length of Road= 52.2mt, 5.4mt Wide Road, Length of Road= 40.8mt. 408.24 Sqm 90.70 37,027.37

156 16.20 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 190.76 Cum 187.70 35,806.40

157 16.30 Supplying and stacking at site. 190.76 Cum 187.70 35,806.40

158 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 61.38 Cum 7,998.80 490,966.34

16.78.2 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 0.00

159 16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 0.00

3.6mt Wide Road, Length of Road= 52.2mt, 5.4mt Wide Road, Length of Road= 40.8mt. 0.00

160 CARRIAGE OF MATERIALS

(ii) Stone aggregate 1,574.52 cum 2,861.84 4,506,026.90

(iii) Coarse Sand 880.18 cum 3,795.83 3,341,021.93

(iv) Local Sand 232.34 cum 316.15 73,455.39

161 Extra Cost of Material

162 Seigniorage Fees

(i) Stone Chips 1,574.52 cum 59.54 93,746.91

(ii) Coarse Sand 880.18 cum 17.58 15,473.62

(iii) Local Sand 232.34 cum 14.19 3,296.93

Total (A+B+C+D+E+F) 42,642,103.25

Add 6% GST beyond 12% (Multiplying Factor - 0.0536) 1,981,057.00

Grand Total (G) 44,623,160.25

Four Crore Forty Six Lakh Twenty Three Thousand One Hundred Sixty Only

CARRAIGE COST OF MATERIALS ")

1. Coarse Sand = Lead - ( 173 kms.)

2. Stone Chips = Source - Mirza-Cheuki Lead = 1 US+ 4 P+ 350 R+ 8 P Kms

Quarry to Railway yard Lead :- 5 Kms.

Unsurface Road :- 8 / 5 x 13.50 x 1 = Rs. 21.60

Surface Road :- 8 / 5 x 11.20 x 4 = Rs. 71.68

Loading at quary site and unloading

at MIRZA-CHEUKI Rly. Yard. = Rs. 195.10

Loading on Railway wagon and

unloading at Darbhanga Yard. = Rs. 195.10

MIRZA-CHEUKI to Darbhanga Railway yard distance = 350.00 Kms

Rly. Frieght Rates for 350.00 Kms. = Rs. 499.10 / MT

Add 2% development surcharge = Rs. 9.98

Add 7% Busy season surcharge = Rs. 35.64

Terminal Charge (OTC + DTC) = Rs. 80.00 / MT

Rly. Frieght in M³

So, carriage cost from MIRZA-CHEUKI Rly yard to Darbhanga Rly yard

Darbhanga to Work Site By Road, Lead 53 Kms (P)

Carriage Cost = 8 / 5 x 11.20 x 53 + 195.10

Total Carriage Cost = Rs. ( 1617.35 + 1144.86 )

3. Local Sand = Lead - ( 2 P + 1 K )

4. Bricks = Lead - ( 7 P + 1 K )

= 832.11 / thousand

= 941.28 / thousand

5. Cement / Steel = Lead - 5 Kms (P)

Cement Carriage = Rs. 518.09 / 20

Cost / Bag = Rs. 25.90 / Bags

Junior Engineer Assistant Engineer Executive Engineer

Carriage of Materials

Name of Material : Sand

Truck Capacity 5 Cum

Loading Unloading 121 Cum

Distance from source to work site

Pucca = 45 Km. Kaccha = 0 Km.

Add labour cess @ 1% = 5.46

Carriage of Materials

Name of Material : Chips

Truck Capacity 5 Cum

Loading Unloading 121 Cum

Distance from source to work site

Pucca = 168 Km. Kaccha = 0 Km.

Add labour cess @ 1% = 17.07

Total = 1723.99

Carriage of Materials

Name of Material : Bricks

Truck Capacity 5 Cum

Loading Unloading 121 Cum

Distance from source to work site

Pucca = 7 Km. Kaccha = 1 Km.

Add labour cess @ 1% = 4.76

Carriage of Materials

Name of Material : Local Sand

Distance from source to work site

Pucca = 2 Km. Kaccha = 1 Km.

Add labour cess @ 1% = 1.63

Carriage of Materials

Name of Material : Rabish

Distance from source to work site

Pucca = 7 Km. Kaccha = 1 Km.

Add labour cess @ 1% = 2.10

Carraige for exmaination Hall

Sl Name of College Chips Sand

Source By Rail Source By Road Source By Road Source By Rail

1 Rajendra College, Chapra Sheikhpura 215 Rail Yard Chapra 3 Doriganj 14 -- --

2 R. K. College, Madhubani Sheikhpura 207 Khajauli Yard 31 Quil 180 -- --

3 M S College, Motihari Sheikhpura 246 Bapu Dham Motihari Yard 3 Doriganj 119 -- --

4 MJK College, Motihari Sheikhpura 289 Betiyah Yard 4 Doriganj 194 -- --

5 RD&DJ College, Munger Mirza Chauki 119 Munger Yard 5 Quil 55 -- --

6 LS College Muzaffarpur Sheikhpura 162 Narayanpur Anant 5 Doriganj 105 -- --

7 Sunderwati Mahila college, Bhagalpur -- -- Mirza Chauki 65 Jagdishpur 50 -- --

8 CM Science College, Bhagalpur Sheikhpura 152 Darbhanga 3 Quil 153 -- --

9 Rajendra Mishra College Saharsa Sheikhpura 194 Saharsa 1 Quil 125 -- --

10 HD jain College Arrah -- -- Karvandiya 114 Koilawar 25 -- --

11 Purnia College, Purnia Mirza Chauki 187 Purnia Yard 5 Chapra 74 -- --

BIHAR STATE EDUCATIONAL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. SHIKSHA BHAWAN, SAIDPUR, PATNA

DETAILED ESTIMATE

BASED ON S.O.R. BIHAR, RCD 2022/ BCD 2022

SL. No SOR NO. ITEM OF WORKS NOS. LENGTH / L WIDTH / B HEIGHT/ DEPTH QUANTITY UNIT RATE AMOUNT

1 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

12'-0" Wide Road, Length of Road= 334'-0" 1 300.00 12.00 3600.00 Sq.Ft.

2 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

12'-0" Wide Road, Length of Road = 334'-0" 1 300.00 12.00 0.60 2160.00 Cu.Ft.

3 16.3 Supplying and stacking at site.

16.3.9 Good earth

4 16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

12'-0" Wide Road, Length of Road = 334'-0" 1 300.00 12 0.83 3000.00 Cu.Ft.

5 11.79.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator , filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer ’s specifications & direction of Engineer -in-Charge: 0 mm thick c.c. paver block of M-35 grade with white colour design and pattern.

12'-0" WIDE ROAD, LENGTH OF ROAD = 334'-0" 1 300.0 12.00 3600.00 Sq.ft.

6 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

12'-0" Wide Road, Length of Road = 334'-0" 2 300.00 0.33 1.00 198.00 Cu.Ft.

7 4.1.3 Providing and laying in position cement concrete of specified grade excluding 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)

(Under Bottom Of Kerb Stone)

12'-0" Wide Road, Length of Road = 334'-0" 2 300.00 0.67 0.25 100.50 Cu.Ft.

8 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

12'-0" Wide Road, Length of Road = 334'-0" 2 300.00 1.00 600.00 Sq.Ft.

Total (A) 529,161.33

Add 6% GST beyond 12% (Multiplying Factor - 0.0536) 28,363.00

Grand Total (A) 557,524.33

9 CARRIAGE OF MATERIALS

(i) Cement 1.70 #REF! #REF! #REF!

(ii) Stone aggregate 134.98 #REF! #REF! #REF!

(iii) Coarse Sand 2.35 #REF! #REF! #REF!

(iv) Local Sand 5.02 #REF! #REF! #REF!

10 Add Extra Cost of Material

Cement 1.70 #REF! #REF! #REF!

11 Add Seigniorage Fees #REF!

(i) Stone Chips 134.98 cum #REF! #REF! #REF!

(ii) Coarse Sand 2.35 cum #REF! #REF! #REF!

(iii) Local Sand 5.02 cum #REF! #REF!

Total (B) #REF!

Add 6% GST beyond 12% (Multiplying Factor - 0.0536) #REF!

Grand Total (B) #REF!

Total (A+B) #REF!

Material Statement of Road

S.No. S.O.R Items Unit Quantity Cement in Cum Coarse Sand in Cum Local Sand in Cum Stone Aggregate in Cum

3 17.79.2 Paverblock sqm 334.88 5.02

1.70 cum cum cum