CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS WITH ELECTRIFICATION

Name of Work CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS WITH ELECTRIFICATION Estimated Cost in Rs. 5220265 Time of Completion 09 Months

Sl No. Items Requirement

Name of the contractor

Address of the contractor

1 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of EE Magadh Division Camp Dehri On Sone.

Bid Security Amount - Rs.

2 Character Certificate No. with Issue date.

3 VAT Registration No.

5 Average Annual Financial Turnover of Last Three Years

6 Experience of doing work of similar nature

7 Details of Engg. Set up for successful completion of work

8 Details of Tools & Plants

9 Details of Financial availability through Bank and/or self

10 Necessary Undertakings

11 Bidding Capacity (Provide the Amount)

12 Timely Completion (Certificate of the Concerned Executive Engineer)

Junior Engineer Asstt. Engineer Executive Engineer Superintending Engineer Work Circle-01

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS,

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 2.8.1 Earthwork in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Cu.M 10.32 360.7 Rs. Three Hundred Sixty And Seventy Paise Only

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 upto 50M and lift upto 1.5M. Cu.M 10.32 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.200 287.3 Rs. Two Hundred Eighty Seven And Thirty Paise Only

4 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) Cu.M 13.755 3998.1 Rs. Three Thousand Nine Hundred Ninety Eight And Ten Paise Only

5 4.12 Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufacturers. Per 50 kg. cement 214 57.16 Rs. Fifty Seven And Sixteen Paise Only

6 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. Sq.m 0.799 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

7 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roots, landings, balcnies and access platform. Sq.m 0.599 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

8 5.9.4 Centring and shuttering including strutting, propping etc. and removal of form for: Shelves (Cost in situ) Sq.m 0.000 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

9 5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth bams, griders, bressumers and contilevers. Sq.m 0.000 404.7 Rs. Four Hundred Four And Seventy Paise Only

10 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 112.74 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

11 5.9.7 Centring and shuttering including strutting, propping etc. and removal of form for: Stairs,(excluding landings) except spiral-staircaces. Sq.m 0.999 439.9 Rs. Four Hundred Thirty Nine And Ninety Paise Only

12 5.9.19 Centring and shuttering including strutting, propping etc. and removal of form for: Weather shade,Chajjas, corbels etc. including edges Sq.m 0.999 550.9 Rs. Five Hundred Fifty And Ninety Paise Only

13 5.22.7A Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 8mm dia. KG 2514.61 94.5 Rs. Ninety Four And Fifty Paise Only

14 5.22.7B Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 10mm dia. KG 0.999 92.6 Rs. Ninety Two And Sixty Paise Only

15 5.22.7C Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 12mm dia. KG 1343.64 90.8 Rs. Ninety And Eighty Paise Only

16 5.22.7D Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 16mm dia. KG 1209.29 91.7 Rs. Ninety One And Seventy Paise Only

17 5.22.7E Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 20 mm dia. KG 670.24 91.7 Rs. Ninety One And Seventy Paise Only

18 5.33A.1+ 5.33.B1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:Add or deduct for providing richer or leaner mixes respectively at all floor levels: Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Cu.m 0.599 4921.4 Rs. Four Thousand Nine Hundred Twenty One And Fourty Paise Only

19 5.33A.2.1+ 5.33B1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Walls columns, pillars, posts cind struts: Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Cu.m 0.000 5458 Rs. Five Thousand Four Hundred Fifty Eight Only

20 5.33A.2.2+ 5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.:Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Cu.m 0.999 5841.7 Rs. Five Thousand Eight Hundred Fourty One And Seventy Paise Only

21 5.33A.2.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. Cu.m 0.245 5677.2 Rs. Five Thousand Six Hundred Seventy Seven And Twenty Paise Only

22 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.M 0.999 4923 Rs. Four Thousand Nine Hundred Twenty Three Only

23 6.1.14C+ 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) : Extra tor Brick work in superstructure above plinth level upto floor V cum Cu.M 0.199 5765.2 Rs. Five Thousand Seven Hundred Sixty Five And Twenty Paise Only

24 6.45.1 Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level. Cement mortar 1 : 3 (1 cement : 3 coarse sand) sqm 0.000 723 Rs. Seven Hundred Twenty Three Only

25 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base, the drain duly. plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I. but excluding carriage cost of bricks, sand and jhama metal. Per M 0.000 1087.9 Rs. One Thousand Eighty Seven And Ninety Paise Only

26 8.2.2.1 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: Granite of any colour and shade:Area of slab up to 0.50 sqm. Sq.M 4.755 4242.9 Rs. Four Thousand Two Hundred Fourty Two And Ninety Paise Only

27 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including stainless steel butt hinges with necessary screws. Sq.m 0.000 2845.6 Rs. Two Thousand Eight Hundred Fourty Five And Sixty Paise Only

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. KG 0.199 144.5 Rs. One Hundred Fourty Four And Fifty Paise Only

29 9.96.1 Providing and fixing alluminium sliding door bolt anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to rquired colour and shade with nuts and screws etc. complete : 300 x 16mm Each 8 235.5 Rs. Two Hundred Thirty Five And Fifty Paise Only

30 9.97.1 Providing and fixing alluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. complete : 300 x 10mm Each 16 111.4 Rs. One Hundred Eleven And Fourty Paise Only

31 9.100.1 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc.complete: 125mm Each 16 57.1 Rs. Fifty Seven And Ten Paise Only

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 Each 7 60.8 Rs. Sixty And Eighty Paise Only

33 9.147D.2 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 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. Sq.M 24.885 9471 Rs. Nine Thousand Four Hundred Seventy One Only

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. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). Rs. Only

34 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. Sq.M 9.18 6303.4 Rs. Six Thousand Three Hundred Three And Fourty Paise Only

35 10.14.1 Providing and fixing T-iron frames for doors. windows and ventilators of mils steel Tee-sections, joints miltred and welded with 15 x 3 mm lugs 10 cm long embedded in cement concerete blocks 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including. KG 144.375 110.4 Rs. One Hundred Ten And Fourty Paise Only

36 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. Each 5 165.4 Rs. One Hundred Sixty Five And Fourty Paise Only

37 10.32.2 Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel, etc as required: In gratings, frames, guard bar, ladders, railing, brackets, gets & similar works. KG 196 114.6 Rs. One Hundred Fourteen And Sixty Paise Only

38 10.33.3 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer:G.I. Pipes 40 mm nominal bore (class - B) KG 35 150 Rs. One Hundred Fifty Only

39 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.). Kg 0.000 546.8 Rs. Five Hundred Fourty Six And Eighty Paise Only

40 11.37 Providing and laying Ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. Sq.M 0.000 686.8 Rs. Six Hundred Eighty Six And Eighty Paise Only

41 11.3.1 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 Sq.M 0.799 289.1 Rs. Two Hundred Eighty Nine And Ten Paise Only

42 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: 20 to 25 mm thick. Sq.M 0.999 1252.7 Rs. One Thousand Two Hundred Fifty Two And Seventy Paise Only

43 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm. Sq.M 0.999 1334.9 Rs. One Thousand Three Hundred Thirty Four And Ninety Paise Only

44 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete : Size of Tile 600 x 600 mm. Sq.M 0.999 1191.8 Rs. One Thousand One Hundred Ninety One And Eighty Paise Only

45 11.47.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps,laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately):Size of Tile 600 x 600 mm. Sq.M 0.000 1333.3 Rs. One Thousand Three Hundred Thirty Three And Thirty Paise Only

46 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. Sq.M 0.600 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

47 12.78.2 Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 110mm diameter M 20 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

48 12.79.5.2 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia Plain bend Each 3 132 Rs. One Hundred Thirty Two Only

49 12.79.6.2 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia Shoe Each 3 115.95 Rs. One Hundred Fifteen And Ninety Five Paise Only

50 12.80.2 Providing and fixing unplasticised-PVC clip of approved design to unplasticised PVC by means of 50 x 50 x 50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar (1:4) 1 cement : 4 coarse sand and making good the wall etc. complete: 110mm dia clip Each 20 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

51 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams. Each 4 47.9 Rs. Fourty Seven And Ninety Paise Only

52 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 684.12 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

53 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 101.55 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

54 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) Sq.M 0.199 137 Rs. One Hundred Thirty Seven Only

55 13.77.2 Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade: New work (two or more coats) over and including priming coat with cement primer Sq.M 0.799 102.3 Rs. One Hundred Two And Thirty Paise Only

56 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sq.M 785.67 105.4 Rs. One Hundred Five And Fourty Paise Only

57 13.82.1+ 13.81.3 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) :Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works Sq.M 0.000 118.1 Rs. One Hundred Eighteen And Ten Paise Only

58 20.2.1 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 300 mm dia piles. M 248 902.6 Rs. Nine Hundred Two And Sixty Paise Only

59 20.4.2 Extra over item No. 23.3 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid).: 400 mm dia piles. Each 46 1784.8 Rs. One Thousand Seven Hundred Eighty Four And Eighty Paise Only

60 Extra cost of brick 100A (a) Patna Zone Per %o 8.58 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

61 Extra cost of slag cement Patna Zone Per bag 833 11.73 Rs. Eleven And Seventy Three Paise Only

62 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I 100 A Brick (lead 1km Kachha +7km Pucca ) %o 0.599 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

63 Do--do-- (b) Coarse sand ( Lead 23 Km pucca from Nasriganj to work site) Cu.M 0.400 Rs. Six Hundred Seven And Twenty Six Paise Only

64 Do-do- (b) Stone chips ( Lead 106 Km from Manpur to work site ) Cu.M 0.199 Rs. Two Thousand Ninety Four And Sixty Two Paise Only

65 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 0.800 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. Thirty Five Lakh Eighty Five Thousand Nine Hundred Sixty Eight Only

Numbers of item 65 (Sixty Five)

Note :- (1) All types of brick-work, concrete work, plaster work, flooring and other cement related items of work include cost of curing and execution of works will be as per guidance of National Building code and direction of E/I. (2) NOTHING EXTRA repeat NOTHING EXTRA shall be paid on account of carriage and no claim whatsoever shall be entertained in this respect. If actual lead is less than above mentioned lead payment will be made as per actual lead.

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS, Sanitary 90 Cft Septic Tank 1 No. & 4'-0" dia Soak pit- 1 no

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 2.8.1 Earthwork in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Cu.M 22.05 360.7 Rs. Three Hundred Sixty And Seventy Paise Only

2 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) Cu.M 0.000 3998.1

3 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)( Foundation, Band at P.L.& S.Tank Cover) Cu.M 0.89 4232.4 Rs. Four Thousand Two Hundred Thirty Two And Fourty Paise Only

4 5.22.7A Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 8mm dia. KG 63 94.5 Rs. Ninety Four And Fifty Paise Only

5 6.1.12C Brick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand) Cu.M 7.73 5116.3 Rs. Five Thousand One Hundred Sixteen And Thirty Paise Only

6 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.M 1.34 4923 Rs. Four Thousand Nine Hundred Twenty Three Only

7 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. Sq.M 8.18 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

8 12.78.1 Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 75mm diameter M 16.5 162.7 Rs. One Hundred Sixty Two And Seventy Paise Only

9 12.78.2 Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 110mm diameter M 0.000 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

10 12.79.1.1 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75mm dia PVC Coupler Each 2 79.8 Rs. Seventy Nine And Eighty Paise Only

11 12.79.1.2 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia PVC Coupler Each 2 120 Rs. One Hundred Twenty Only

12 12.79.3.1 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75 x 75 x 75mm dia Single Jn Tee with door Each 3 141.6 Rs. One Hundred Fourty One And Sixty Paise Only

13 12.79.3.2 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110 x 110 x 110mm dia Single Jn Tee with door Each 3 193.4 Rs. One Hundred Ninety Three And Fourty Paise Only

14 12.79.4.2 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110 x 110 x 110mm dia Single Jn Tee without door (T. Bend) Each 3 190.7 Rs. One Hundred Ninety And Seventy Paise Only

15 12.79.5.1 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75mm dia Plain bend Each 2 91.8 Rs. Ninety One And Eighty Paise Only

16 12.79.5.1+ 12.81 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75mm dia Plain bend : Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams. Each 6 139.7 Rs. One Hundred Thirty Nine And Seventy Paise Only

17 12.79.5.2+ 12.81 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia Plain bend Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams. Each 3 179.9 Rs. One Hundred Seventy Nine And Ninety Paise Only

18 12.80.1 Providing and fixing unplasticised-PVC clip of approved design to unplasticised PVC by means of 50 x 50 x 50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar (1:4) 1 cement : 4 coarse sand and making good the wall etc. complete: 75mm dia clip Each 8 184.1 Rs. One Hundred Eighty Four And Ten Paise Only

19 12.80.2 Providing and fixing unplasticised-PVC clip of approved design to unplasticised PVC by means of 50 x 50 x 50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar (1:4) 1 cement : 4 coarse sand and making good the wall etc. complete: 110mm dia clip Each 12 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

20 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 14.57 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

21 13.17.1 12mm cement plaster of mix: 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement Sq.M 26.77 203.6 Rs. Two Hundred Three And Sixty Paise Only

22 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 7.4 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

23 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 3 4470.9 Rs. Four Thousand Four Hundred Seventy And Ninety Paise Only

24 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 Flat back wash basin size 550x 400 mm with single 15 mm C.P.brass pillar tap Each 4 2135.8 Rs. Two Thousand One Hundred Thirty Five And Eighty Paise Only

25 18.76.1 Cutting holes up to 30x30 cm in walls including making good the same:With common burnt clay F.P.S. (non modular) bricks Each 5 198.5 Rs. One Hundred Ninety Eight And Fifty Paise Only

26 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. Each 4 217.1 Rs. Two Hundred Seventeen And Ten Paise Only

27 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 M 14.5 410.7 Rs. Four Hundred Ten And Seventy Paise Only

28 19.15.1 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20x20 mm square bar Each 1 310.9 Rs. Three Hundred Ten And Ninety Paise Only

29 19.19.1.1 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality:LD 2.5:Rectangular shape 600x450 mm internal dimensions Each 1 1120.6 Rs. One Thousand One Hundred Twenty And Sixty Paise Only

30 19.30.1.1 Constructing brick masonry chamber for underground C.I.Inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg),R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 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 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2 4266.8 Rs. Four Thousand Two Hundred Sixty Six And Eighty Paise Only

31 Br. Providing brick bats and filling the same in soak pit as per specificarion and direction of engineer in charge. Cu.M 3.03 1197.51 Rs. One Thousand One Hundred Ninety Seven And Fifty One Paise Only

32 Extra cost of brick 100A (a) Patna Zone Per %o 4.74 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

33 Extra cost of slag cement Patna Zone Per bag 39 11.73 Rs. Eleven And Seventy Three Paise Only

34 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I 100 A Brick (lead 1km Kachha +7km Pucca ) %o 5.65 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

35 Do--do-- (b) Coarse sand ( Lead 23 Km pucca from Nasriganj to work site) Cu.M 3.97 Rs. Six Hundred Seven And Twenty Six Paise Only

36 Do-do- (b) Stone chips ( Lead 106 Km from Manpur to work site ) Cu.M 3.01 Rs. Two Thousand Ninety Four And Sixty Two Paise Only

Rs. One Lakh Fifty Eight Thousand Four Hundred Thirty Four Only

Numbers of item 36 (Thirty Six)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS, Water Supply

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 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 jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Concealed work, including cutting chases and making good the : 15 mm nominal outer dia Pipes M 15.5 278.2 Rs. Two Hundred Seventy Eight And Twenty Paise Only

2 18.8.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Concealed work, including cutting chases and making good the : 20 mm nominal outer dia Pipes M 25 350.8

3 18.10.3 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:25 mm dia nominal bore M 8.5 399.9 Rs. Three Hundred Ninety Nine And Ninety Paise Only

4 18.10.4 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:32 mm dia nominal bore M 8.5 457.8 Rs. Four Hundred Fifty Seven And Eighty Paise Only

5 18.15.1 Providing and fixing brass bib cock of approved quality :15 mm nominal bore Each 6 303.8 Rs. Three Hundred Three And Eighty Paise Only

6 18.16.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore Each 4 303.8 Rs. Three Hundred Three And Eighty Paise Only

7 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore Each 2 532.3 Rs. Five Hundred Thirty Two And Thirty Paise Only

8 18.17.2 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore Each 2 589.9 Rs. Five Hundred Eighty Nine And Ninety Paise Only

9 18.19.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore:Horizontal Each 2 677.6 Rs. Six Hundred Seventy Seven And Sixty Paise Only

10 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. Per Litre 1000 9.7 Rs. Nine And Seventy Paise Only

Rs. Thirty Six Thousand Seven Hundred Ten Only

Numbers of item 10 (Ten)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS, P.V.C.pipe- DEEP TUBEWELL 300mmx150mmx106.68m

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 18.12.4 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:32 mm dia nominal bore M 24.4 381.7

2 24.2.1.1 Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & running charges of allequipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level:All type of soil:300 mm dia M 106.68 567.9 Rs. Five Hundred Sixty Seven And Ninety Paise Only

3 24.3.2 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:150 mm nominal size dia M 86.68 660.1 Rs. Six Hundred Sixty And Ten Paise Only

4 24.4.2 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:150 mm nominal size dia M 20 673.5 Rs. Six Hundred Seventy Three And Fifty Paise Only

5 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-incharge. Cum 5.652 1343.2 Rs. One Thousand Three Hundred Fourty Three And Twenty Paise Only

6 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. Hour 12 916.8 Rs. Nine Hundred Sixteen And Eighty Paise Only

7 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 Each 1 210.7 Rs. Two Hundred Ten And Seventy Paise Only

8 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete:150 mm clamp Each 1 1531.4 Rs. One Thousand Five Hundred Thirty One And Fourty Paise Only

9 24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I): 150 mm dia Each 1 281.8 Rs. Two Hundred Eighty One And Eighty Paise Only

10 Supplying, fitting & fixing submersible motor pump (1 H.P.) of Crompton or any other approved I.S.I. make complete with cable wire, fited & fixed complete as per specification and direction of Engineer I/C with all accesories etc. all complete job. Per Set 1 13500 Rs. Tthirteen Thousand Five Hundred Only

11 Supplying 1 HP fully automatic Crompton single phase 220 volts starter on a common board with 16 amps Havels make DP main switch 1 No. suitable voltameter (ISI make ) 1 No. ampere meter (ISI make) 1 no, complete with panel all taxes etc. complete job. Per Set 1 2450 Rs. Two Thousand Four Hundred Fifty Only

Rs. One Lakh Seventy Seven Thousand One Hundred Fifty Two Only

Numbers of item 11 (Eleven)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS,

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 21.24 287.3 Rs. Two Hundred Eighty Seven And Thirty Paise Only

2 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Cu.M 21.24 4420.8

3 4.3.1 Centring and shuttering including strutting, propping etc.and removal or form work for Foundations,footings, bases Columns Sq.m 12.27 211.1 Rs. Two Hundred Eleven And Ten Paise Only

4 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. Sq.M 139.41 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

5 11.73 Providing designation 100A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. Sq.M 30.86 444.8 Rs. Four Hundred Fourty Four And Eighty Paise Only

6 Extra cost of brick 100A (a) Patna Zone Per %o 6.155 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

7 Extra cost of slag cement Patna Zone Per bag 265 11.73 Rs. Eleven And Seventy Three Paise Only

8 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I 100 A Brick (lead 1km Kachha +7km Pucca ) %o 6.155 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

9 Do--do-- (b) Coarse sand ( Lead 23 Km pucca from Nasriganj to work site) Cu.M 0.999 Rs. Six Hundred Seven And Twenty Six Paise Only

10 Do-do- (b) Stone chips ( Lead 106 Km from Manpur to work site ) Cu.M 18.05 Rs. Two Thousand Ninety Four And Sixty Two Paise Only

11 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 24.31 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. Two Lakh Sixteen Thousand Four Hundred Five Only

Numbers of item 11 (Eleven)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS,

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 1.12 f.s.o.r Plantation work ( 10 gram DAP and pesticide per plant). Transportation of plant and planting work from temporary plant salad. Plantation 20 man days, Transportation of Plant - 6 man days, DAP - 260/- persicide - 100 Rs, etc - 50/- Each 230 5.434 Rs. Five And Fourty Three Paise Only

2 3.5.1 F.S.O.R Provision for plant transportion by tractor. Per %o 0.23 1000

3 6.3 f.s.o.r Providing bomboo barricating. Each 230 100 Rs. One Hundred Only

4 6.4.1 f.s.o.r Purchase of earth and round 152.5 [email protected]/cft per % no plants. Each 0.999 1062.5 Rs. One Thousand Sixty Two And Fifty Paise Only

5 9.2 f.s.o.r Labour for planting. Each 230 15.7 Rs. Fifteen And Seventy Paise Only

6 9.2.3 f.s.o.r (A) Suppling and providing plants all as following details (10 Feet) Each 23 250 Rs. Two Hundred Fifty Only

7 9.2.3 f.s.o.r (B) Suppling and providing plants all as following details (10 plant's) Each 23 2000 Rs. Two Thousand Only

Rs. Eighty Two Thousand Two Hundred Eighty Five Only

Numbers of item 07 (Seven)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS

(Fire fighting) Provisonally Rate Approved by SE

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. RATE IN WORDS Amount Rs. P.

FIRE HYDRANT SYSTEM

II HAND APPLIANCES (INTERNAL) Rs. Only

1 Providing and fixing Stored pressure Multipurpose fire extinguisher consisting of welded M.S. cylindrical body, squeeze lever diccharge valve, 30 cms long high pressure discharge hose ISI marked as per IS:15683 including fixing to wall with brackets etrc. complete. (a) Capactity 6 kg. Each 2 6565 Rs. Six Thousand Five Hundred Sixty Five Only

2 Providing and fixing CO2 extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve, internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle ISI marked as per IS 13869 including fixing with dash fasteners etc, complete. Capacity 4.5 Kg Each 2 7878 Rs. Seven Thousand Eight Hundred Seventy Eight Only

Rs. Twenty Eight Thousand Eight Hundred Eighty Six Only

Numbers of item 02 (Two)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS,

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 2.8.1 Earthwork in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Cu.M 1.03 360.7 Rs. Three Hundred Sixty And Seventy Paise Only

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.000 287.3

3 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) Cu.M 0.13 3998.1 Rs. Three Thousand Nine Hundred Ninety Eight And Ten Paise Only

4 6.1.12C Brick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand) Cu.M 0.78 5116.3 Rs. Five Thousand One Hundred Sixteen And Thirty Paise Only

5 6.45.1 Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level. Cement mortar 1 : 3 (1 cement : 3 coarse sand) sqm 1.5 723 Rs. Seven Hundred Twenty Three Only

6 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. Sq.M 0.85 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

7 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 12.13 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

8 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) Sq.M 13.13 137 Rs. One Hundred Thirty Seven Only

9 Extra cost of brick 100A (a) Patna Zone Per %o 0.000 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

10 Extra cost of slag cement Patna Zone Per bag 4 11.73 Rs. Eleven And Seventy Three Paise Only

11 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I 100 A Brick (lead 1km Kachha +7km Pucca ) %o 0.000 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

12 Do--do-- (b) Coarse sand ( Lead 23 Km pucca from Nasriganj to work site) Cu.M 0.000 Rs. Six Hundred Seven And Twenty Six Paise Only

13 Do-do- (b) Stone chips ( Lead 106 Km from Manpur to work site ) Cu.M 0.12 Rs. Two Thousand Ninety Four And Sixty Two Paise Only

14 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 0.000 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. Ten Thousand Nine Hundred Six Only

Numbers of item 14 (Fourteen)

BILL OF QUANTITY FOR INTERNAL ELECTRICAL WIRING & ELECTRIC INSTALLATION WORK IN DISTRICT PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS

Electrification Work

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. RATE IN WORDS Amount Rs. P.

1 1.3.2 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch, modular plate, suitable size G.I. box etc as required. (a) Group B Per Point 52 947

2 1.4 Wiring for twin control light point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box etc as required. Per Point 2 1248 Rs. One Thousand Two Hundred Fourty Eight Only

3 1.5 Wiring for light/Power plug with 2x4 Sq.mm FR PVC insulated Copper conductor single core cable in surface recessed PVC conduit along with 1 No. 4 sq.mm. FR PVC insulated copper conductor single core cable for loop earthing as required. Per Mtr. 75 309 Rs. Three Hundred Nine Only

4 1.7.2 Wiring for circuit/ submain wiring along with earth wire with the following sizes of PVC insulated Copper conductor single core cable in surface recessed PVC conduit as required. CKT- (2 x2.5mm2 + 1x2.5 mm2 earth wire) Per Mtr. 230 246 Rs. Two Hundred Fourty Six Only

5 1.7.4 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Per Mtr. 60 422 Rs. Four Hundred Twenty Two Only

6 1.7.5 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 10 sq. mm + 1 X 6 sq. mm earth wire Per Mtr. 10 557 Rs. Five Hundred Fifty Seven Only

7 1.25 Supplying and fixing stepped type electronic fan regulatoron th existing modular plate switch box including connections but excluding modular plate etc. as required. Each 9 358 Rs. Three Hundred Fifty Eight Only

8 1.31 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. Each 29 414 Rs. Four Hundred Fourteen Only

9 1.32 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. Each 15 531 Rs. Five Hundred Thirty One Only

10 1.33 Supplying and fixing 2 Pin, 6 amps ceilling rose on the existing Junction box / wooden block including connection etc. as required. Each 32 64 Rs. Sixty Four Only

11 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. Each 21 80 Rs. Eighty Only

12 1.36 Supplyinq and fixinq call bell I buzzer suitable for single phase, 230 volts complete as required. Each 3 88 Rs. Eighty Eight Only

13 2.4.3 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 160 A, 36 KA, FPMCCB Each 1 13698 Rs. Tthirteen Thousand Six Hundred Ninety Eight Only

14 2.5.2 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 100A Each 1 5019 Rs. Five Thousand Nineteen Only

15 2.7.4 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. 125 A Each 1 12543 Rs. Twelve Thousand Five Hundred Fourty Three Only

16 2.8.6 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCBilsolator) 8 way, Double door Each 4 2591 Rs. Two Thousand Five Hundred Ninety One Only

17 2.12.1 Supplying and fixing following rating 240/415 volts "C" curve mainiature Circuit Breaker suitable for inductive load of Following poles in the existing MCB, DB, complete with connections testing and commissioning etc. as required. 6/32 amps, Single Pole Each 24 237 Rs. Two Hundred Thirty Seven Only

18 2.15.1 Supplying and fixing following rating double pole, 240 voltas Isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Amps Each 4 429 Rs. Four Hundred Twenty Nine Only

19 2.25 Supplying and fixing 20 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, TP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. Each 2 3008 Rs. Three Thousand Eight Only

20 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 1 13721 Rs. Tthirteen Thousand Seven Hundred Twenty One Only

21 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. Metre 10 144 Rs. One Hundred Fourty Four Only

22 5.7.5 Supplying and fixing recess mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required. 18 watt Each 14 1509 Rs. One Thousand Five Hundred Nine Only

23 5.8.1 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 Im/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required.9/10 watt Each 21 911 Rs. Nine Hundred Eleven Only

24 5.10. Supplying and fixing 70112 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,lP 65 protection and complete u.,ith integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. Each 22 1275 Rs. One Thousand Two Hundred Seventy Five Only

25 5.14.4 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required.90 watt Each 3 5516 Rs. Five Thousand Five Hundred Sixteen Only

26 7.1.2 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. Above 35 sq. mm and upto 95 sq. mm Metre 40 326 Rs. Three Hundred Twenty Six Only

27 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, insulatorand 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.) Sft 6 1809 Rs. One Thousand Eight Hundred Nine Only

28 8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 9 2482 Rs. Two Thousand Four Hundred Eighty Two Only

29 8.17.1 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 300 mm sweep Each 6 2572 Rs. Two Thousand Five Hundred Seventy Two Only

30 BR Code 1911 Supplying, fitting and fixing G.I. pipes 32mm dia medium class G.I.Pipe Per Mtr 8 388.87 Rs. Three Hundred Eighty Eight And Eighty Seven Paise Only

31 2207 Supplying 3.5 core, 50 sq. mm XLPE/PVC insulated PVC sheathed (Heavy duty) armoured electric cable with aluminium conductor Metre 60 457.63 Rs. Four Hundred Fifty Seven And Sixty Three Paise Only

Rs. Four Lakh Thirty Six Thousand Eight Hundred Sixty Three Only

Numbers of item 31 (Thirty One)

BILL OF QUANTITY FOR INTERNAL ELECTRICAL WIRING & ELECTRIC INSTALLATION WORK IN DISTRICT PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS Estimate for Supplying Fixing & Installation Of Furniture & necessary Items, all Complete Job

Furniture ANNEXURE - I

ESTIMATED AMOUNT : Rs.

SlNO PRODUCT NAME PRODUCT DESCRIPTION UNIT QUANTITY RATE IN FIG. RATE IN WORDS Amount Rs. P.

1 EXECUTIVE TABLE Table with ERU and Pedestal 1800 mm x 750 mm x 750 mm with KBPT, CPU Trolley - Structure / Frame of table - Four legs with modesty panel. The type of Storage provided- One side pedestal unit and E.R.U. Footrest-Not Provided.Table top Material- Prelaminated particle board (Wood Product) of grade II type II of IS 12823/Lates Thickness of table top material - 25 mm. Gable end material- Prelaminated particles board(wood product) of grade II type III of IS 12823/ Latest. Modesty panel material- Three Layer Prelaminated particles board (wood product) of grade II type III of IS 12823/Latest. The thickness of the modesty panel material- 18 mm. Leg Material- Mild Steel (MS) ERW. The thickness of the Leg material- 1.2 mm. Width of tabletop - 1800 mm. Depth of table - 750 mm. Height of table - 750 mm. Size (L x W) /diameter of leg material - 25 mm . ERU unit consists of - 1 storage unit with shutter. Total Number of drawers /storage in Pedestal units- Three drawers. Table top finish- Laminate in color with swede finish 0.6-0.8mm thickness of type S, F or P having index no.3.2.3 conforming to IS 2046/ Latest with having balancing laminate of 0.5mm thick on another side Tabletop shade- Gray. Table / ERU / Pedestal Panel Plain Side Edge to be banded with PVC tape - 2 mm thick with the help of hot melt glue. Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate. Each 1 38205.2 Rs. Thirty Eight Thousand Two Hundred Five And Twenty Paise Only

2 EXECUTIVE CHAIR High Back Knitteed Chair- Tilt mechanism - Synchronic tilt mechanism. Backrest type - Tilting type. Pedestal Base - Nylon Minimum density of foam used in seat- 30 kg per cubic meter Minimum thickness of PU foam used in seat - 30 mm Seat upholstery material- Fabric. Backrest base frame material - Hot pressed plywood. Padding at backrest - PU foam The minimum density of foam used in the backrest- 30 kg per cubic meter. Minimum thickness of PU foam used in backrest 30 mm . Backrest upholstery material - Fabric. Upholstery material thickness / fabric substance used in seat /backrest - 0.7 to 1.5 mm ( for fabric). Minimum width of seat 500 mm . Minimum depth of seat- 450 mm Minimum width of backrest - 450 mm . Backrest height- High back (551 and above). Minimum pedestal size (diameter) - 650 mm . (Green Guard by U/L). Dimension variation of ± 5mm shall be acceptable. Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate. Each 1 16231.6 Rs. Sixteen Thousand Two Hundred Thirty One And Sixty Paise Only

3 OFFICE TABLE Table with KBPT, CPU Tolley - made of MS ERW round tube dia 25.4 x 1.2mm thick with 18mm thick Pre Laminated top size- 1199 X 590 X 735 mm with one side three drawer unit made of .5mm thick CRCA sheet mild steel, All steel components have powder coated paint fitted with lock. (Green Guard by U/L, Griha Certificate). Dimension variation of ± 5 mm shall be acceptable. Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate. Each 2 25446.3 Rs. Twenty Five Thousand Four Hundred Fourty Six And Thirty Paise Only

4 STAFF CHAIR (S TYPE) CHAIR- Seat and back are made from seasoned wood and plywood. The same is upholstered with black synthetic leather and polyurethane foam. Back Size - 46.0 cm ( W ) X 27.0 cm ( H ). Seat Size- 46.0 cm ( W ) x 40.0 cm ( H ). The armrest is gas assisted injection moulded from black polypropylene. The understructure assembly is a cantilever type frame. Width of the chair- 58 cm, Depth- 56.5 cm, Height- -87.5 cm, Seat Height- 48 cm. Dimension variation of ± 5mm shall be acceptable.Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate. Each 10 7087.3 Rs. Seven Thousand Eighty Seven And Thirty Paise Only

5 VISITOR CHAIR Chair Type - Non-Revolving and Non-Tilting chair without Armrest. Chair frame type- Cantilever. Armrest type- Without Armrest. Seat type - Padded. Backrest type - Padded Frame, Material Configuration - One piece. Frame material - Steel tube (ERW quality) conforming to IS: 1161 (with latest Amendment). Seat material - Moulded Plywood. Seat material thickness - 20 mm. Polyurethane foam used in seat. Seat upholstered with -N.A . GSM of seat cover - 390 GSM . Backrest material- Moulded Plywood . Backrest upholstered with- Leatherette. Seat Depth 390 mm . Seat Width - 440 mm Seat height from floor surface - 475 mm Backrest width 390 mm . Backrest height from seat - 300 mm . Paint Type- Epoxy. CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018. Dimension variation of ± 5 mm shall be acceptable.Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate. Each 20 4004 Rs. Four Thousand Four Only

Rs. Two Lakh Fifty Six Thousand Three Hundred Fifty Only

Numbers of item 05 (Five)

*** Note:-Dimension variable upto ± 30 mm is acceptable.

G E N E R A L A B S T R A C T

NAME OF WORK : CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS WITH ELECTRIFICATION Job No. GROUP- 01 OF e-N.I.T. No. 11/2026-27

Date of Tender :-

Estimated Cost in Rs. :-

Earnest Money in Rs. :-

Time of Completion :- 09 Months

Cost of BOQ in Rs. :- 10000

Bid processing fee through online mode:- As per eproc 2.

SL. NO NAME OF WORK TOTAL Rs P

2 Sanitary Installation

4 Deep Tubewell

5 Approach Road

7 Fire fighting

Add GST @ 5.36%

9 Electrification Work

10 Furniture Work

Enclosure-B.O.Q's ORDER

(1) B.O.Q. amounting to Rs.

Rs. Fifty Two Lakh Twenty Thousand Two Hundred Sixty Five Only

detailed as above for Scheduled items, is herewith approved.

Junior Engineer Asstt. Engineer Executive Engineer Superintending Engineer, Work Circle-01

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS,

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 2.8.1 Earthwork in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Cu.M 10.32 360.7 Rs. Three Hundred Sixty And Seventy Paise Only

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 upto 50M and lift upto 1.5M. Cu.M 10.32 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.200 287.3 Rs. Two Hundred Eighty Seven And Thirty Paise Only

4 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) Cu.M 13.755 3998.1 Rs. Three Thousand Nine Hundred Ninety Eight And Ten Paise Only

5 4.12 Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufacturers. Per 50 kg. cement 214 57.16 Rs. Fifty Seven And Sixteen Paise Only

6 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. Sq.m 0.799 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

7 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roots, landings, balcnies and access platform. Sq.m 0.599 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

8 5.9.4 Centring and shuttering including strutting, propping etc. and removal of form for: Shelves (Cost in situ) Sq.m 0.000 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

9 5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth bams, griders, bressumers and contilevers. Sq.m 0.000 404.7 Rs. Four Hundred Four And Seventy Paise Only

10 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 112.74 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

11 5.9.7 Centring and shuttering including strutting, propping etc. and removal of form for: Stairs,(excluding landings) except spiral-staircaces. Sq.m 0.999 439.9 Rs. Four Hundred Thirty Nine And Ninety Paise Only

12 5.9.19 Centring and shuttering including strutting, propping etc. and removal of form for: Weather shade,Chajjas, corbels etc. including edges Sq.m 0.999 550.9 Rs. Five Hundred Fifty And Ninety Paise Only

13 5.22.7A Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 8mm dia. KG 2514.61 94.5 Rs. Ninety Four And Fifty Paise Only

14 5.22.7B Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 10mm dia. KG 0.999 92.6 Rs. Ninety Two And Sixty Paise Only

15 5.22.7C Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 12mm dia. KG 1343.64 90.8 Rs. Ninety And Eighty Paise Only

16 5.22.7D Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 16mm dia. KG 1209.29 91.7 Rs. Ninety One And Seventy Paise Only

17 5.22.7E Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 20 mm dia. KG 670.24 91.7 Rs. Ninety One And Seventy Paise Only

18 5.33A.1+ 5.33.B1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:Add or deduct for providing richer or leaner mixes respectively at all floor levels: Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Cu.m 0.599 4921.4 Rs. Four Thousand Nine Hundred Twenty One And Fourty Paise Only

19 5.33A.2.1+ 5.33B1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Walls columns, pillars, posts cind struts: Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Cu.m 0.000 5458 Rs. Five Thousand Four Hundred Fifty Eight Only

20 5.33A.2.2+ 5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.:Add or deduct for providing richer or leaner mixes respectively at all floor levels:Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Cu.m 0.999 5841.7 Rs. Five Thousand Eight Hundred Fourty One And Seventy Paise Only

21 5.33A.2.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. Cu.m 0.245 5677.2 Rs. Five Thousand Six Hundred Seventy Seven And Twenty Paise Only

22 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.M 0.999 4923 Rs. Four Thousand Nine Hundred Twenty Three Only

23 6.1.14C+ 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) : Extra tor Brick work in superstructure above plinth level upto floor V cum Cu.M 0.199 5765.2 Rs. Five Thousand Seven Hundred Sixty Five And Twenty Paise Only

24 6.45.1 Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level. Cement mortar 1 : 3 (1 cement : 3 coarse sand) sqm 0.000 723 Rs. Seven Hundred Twenty Three Only

25 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base, the drain duly. plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I. but excluding carriage cost of bricks, sand and jhama metal. Per M 0.000 1087.9 Rs. One Thousand Eighty Seven And Ninety Paise Only

26 8.2.2.1 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: Granite of any colour and shade:Area of slab up to 0.50 sqm. Sq.M 4.755 4242.9 Rs. Four Thousand Two Hundred Fourty Two And Ninety Paise Only

27 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including stainless steel butt hinges with necessary screws. Sq.m 0.000 2845.6 Rs. Two Thousand Eight Hundred Fourty Five And Sixty Paise Only

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. KG 0.199 144.5 Rs. One Hundred Fourty Four And Fifty Paise Only

29 9.96.1 Providing and fixing alluminium sliding door bolt anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to rquired colour and shade with nuts and screws etc. complete : 300 x 16mm Each 8 235.5 Rs. Two Hundred Thirty Five And Fifty Paise Only

30 9.97.1 Providing and fixing alluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. complete : 300 x 10mm Each 16 111.4 Rs. One Hundred Eleven And Fourty Paise Only

31 9.100.1 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc.complete: 125mm Each 16 57.1 Rs. Fifty Seven And Ten Paise Only

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 Each 7 60.8 Rs. Sixty And Eighty Paise Only

33 9.147D.2 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 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. Sq.M 24.885 9471 Rs. Nine Thousand Four Hundred Seventy One Only

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. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). Rs. Only

34 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. Sq.M 9.18 6303.4 Rs. Six Thousand Three Hundred Three And Fourty Paise Only

35 10.14.1 Providing and fixing T-iron frames for doors. windows and ventilators of mils steel Tee-sections, joints miltred and welded with 15 x 3 mm lugs 10 cm long embedded in cement concerete blocks 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including. KG 144.375 110.4 Rs. One Hundred Ten And Fourty Paise Only

36 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. Each 5 165.4 Rs. One Hundred Sixty Five And Fourty Paise Only

37 10.32.2 Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel, etc as required: In gratings, frames, guard bar, ladders, railing, brackets, gets & similar works. KG 196 114.6 Rs. One Hundred Fourteen And Sixty Paise Only

38 10.33.3 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer:G.I. Pipes 40 mm nominal bore (class - B) KG 35 150 Rs. One Hundred Fifty Only

39 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.). Kg 0.000 546.8 Rs. Five Hundred Fourty Six And Eighty Paise Only

40 11.37 Providing and laying Ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. Sq.M 0.000 686.8 Rs. Six Hundred Eighty Six And Eighty Paise Only

41 11.3.1 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 Sq.M 0.799 289.1 Rs. Two Hundred Eighty Nine And Ten Paise Only

42 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: 20 to 25 mm thick. Sq.M 0.999 1252.7 Rs. One Thousand Two Hundred Fifty Two And Seventy Paise Only

43 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm. Sq.M 0.999 1334.9 Rs. One Thousand Three Hundred Thirty Four And Ninety Paise Only

44 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete : Size of Tile 600 x 600 mm. Sq.M 0.999 1191.8 Rs. One Thousand One Hundred Ninety One And Eighty Paise Only

45 11.47.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps,laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately):Size of Tile 600 x 600 mm. Sq.M 0.000 1333.3 Rs. One Thousand Three Hundred Thirty Three And Thirty Paise Only

46 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. Sq.M 0.600 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

47 12.78.2 Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 110mm diameter M 20 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

48 12.79.5.2 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia Plain bend Each 3 132 Rs. One Hundred Thirty Two Only

49 12.79.6.2 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia Shoe Each 3 115.95 Rs. One Hundred Fifteen And Ninety Five Paise Only

50 12.80.2 Providing and fixing unplasticised-PVC clip of approved design to unplasticised PVC by means of 50 x 50 x 50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar (1:4) 1 cement : 4 coarse sand and making good the wall etc. complete: 110mm dia clip Each 20 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

51 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams. Each 4 47.9 Rs. Fourty Seven And Ninety Paise Only

52 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 684.12 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

53 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 101.55 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

54 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) Sq.M 0.199 137 Rs. One Hundred Thirty Seven Only

55 13.77.2 Distempering with oil bound washable distemper of approved brand and manufacture to give and even shade: New work (two or more coats) over and including priming coat with cement primer Sq.M 0.799 102.3 Rs. One Hundred Two And Thirty Paise Only

56 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sq.M 785.67 105.4 Rs. One Hundred Five And Fourty Paise Only

57 13.82.1+ 13.81.3 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) :Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works Sq.M 0.000 118.1 Rs. One Hundred Eighteen And Ten Paise Only

58 20.2.1 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete,including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap): 300 mm dia piles. M 248 902.6 Rs. Nine Hundred Two And Sixty Paise Only

59 20.4.2 Extra over item No. 23.3 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid).: 400 mm dia piles. Each 46 1784.8 Rs. One Thousand Seven Hundred Eighty Four And Eighty Paise Only

60 Extra cost of brick 100A (a) Patna Zone Per %o 8.58 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

61 Extra cost of slag cement Patna Zone Per bag 833 11.73 Rs. Eleven And Seventy Three Paise Only

62 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I 100 A Brick (lead 1km Kachha +7km Pucca ) %o 0.599 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

63 Do--do-- (b) Coarse sand ( Lead 23 Km pucca from Nasriganj to work site) Cu.M 0.400 Rs. Six Hundred Seven And Twenty Six Paise Only

64 Do-do- (b) Stone chips ( Lead 106 Km from Manpur to work site ) Cu.M 0.199 Rs. Two Thousand Ninety Four And Sixty Two Paise Only

65 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 0.800 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. Thirty Five Lakh Eighty Five Thousand Nine Hundred Sixty Eight Only

Numbers of item 65 (Sixty Five)

Note :- (1) All types of brick-work, concrete work, plaster work, flooring and other cement related items of work include cost of curing and execution of works will be as per guidance of National Building code and direction of E/I. (2) NOTHING EXTRA repeat NOTHING EXTRA shall be paid on account of carriage and no claim whatsoever shall be entertained in this respect. If actual lead is less than above mentioned lead payment will be made as per actual lead.

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS, Sanitary 90 Cft Septic Tank 1 No. & 4'-0" dia Soak pit- 1 no

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 2.8.1 Earthwork in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Cu.M 22.05 360.7 Rs. Three Hundred Sixty And Seventy Paise Only

2 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) Cu.M 0.000 3998.1

3 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)( Foundation, Band at P.L.& S.Tank Cover) Cu.M 0.89 4232.4 Rs. Four Thousand Two Hundred Thirty Two And Fourty Paise Only

4 5.22.7A Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 8mm dia. KG 63 94.5 Rs. Ninety Four And Fifty Paise Only

5 6.1.12C Brick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand) Cu.M 7.73 5116.3 Rs. Five Thousand One Hundred Sixteen And Thirty Paise Only

6 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.M 1.34 4923 Rs. Four Thousand Nine Hundred Twenty Three Only

7 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. Sq.M 8.18 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

8 12.78.1 Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 75mm diameter M 16.5 162.7 Rs. One Hundred Sixty Two And Seventy Paise Only

9 12.78.2 Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 110mm diameter M 0.000 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

10 12.79.1.1 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75mm dia PVC Coupler Each 2 79.8 Rs. Seventy Nine And Eighty Paise Only

11 12.79.1.2 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia PVC Coupler Each 2 120 Rs. One Hundred Twenty Only

12 12.79.3.1 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75 x 75 x 75mm dia Single Jn Tee with door Each 3 141.6 Rs. One Hundred Fourty One And Sixty Paise Only

13 12.79.3.2 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110 x 110 x 110mm dia Single Jn Tee with door Each 3 193.4 Rs. One Hundred Ninety Three And Fourty Paise Only

14 12.79.4.2 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110 x 110 x 110mm dia Single Jn Tee without door (T. Bend) Each 3 190.7 Rs. One Hundred Ninety And Seventy Paise Only

15 12.79.5.1 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75mm dia Plain bend Each 2 91.8 Rs. Ninety One And Eighty Paise Only

16 12.79.5.1+ 12.81 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 75mm dia Plain bend : Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams. Each 6 139.7 Rs. One Hundred Thirty Nine And Seventy Paise Only

17 12.79.5.2+ 12.81 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia Plain bend Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams. Each 3 179.9 Rs. One Hundred Seventy Nine And Ninety Paise Only

18 12.80.1 Providing and fixing unplasticised-PVC clip of approved design to unplasticised PVC by means of 50 x 50 x 50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar (1:4) 1 cement : 4 coarse sand and making good the wall etc. complete: 75mm dia clip Each 8 184.1 Rs. One Hundred Eighty Four And Ten Paise Only

19 12.80.2 Providing and fixing unplasticised-PVC clip of approved design to unplasticised PVC by means of 50 x 50 x 50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar (1:4) 1 cement : 4 coarse sand and making good the wall etc. complete: 110mm dia clip Each 12 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

20 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 14.57 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

21 13.17.1 12mm cement plaster of mix: 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement Sq.M 26.77 203.6 Rs. Two Hundred Three And Sixty Paise Only

22 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 7.4 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

23 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 3 4470.9 Rs. Four Thousand Four Hundred Seventy And Ninety Paise Only

24 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 Flat back wash basin size 550x 400 mm with single 15 mm C.P.brass pillar tap Each 4 2135.8 Rs. Two Thousand One Hundred Thirty Five And Eighty Paise Only

25 18.76.1 Cutting holes up to 30x30 cm in walls including making good the same:With common burnt clay F.P.S. (non modular) bricks Each 5 198.5 Rs. One Hundred Ninety Eight And Fifty Paise Only

26 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. Each 4 217.1 Rs. Two Hundred Seventeen And Ten Paise Only

27 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 M 14.5 410.7 Rs. Four Hundred Ten And Seventy Paise Only

28 19.15.1 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20x20 mm square bar Each 1 310.9 Rs. Three Hundred Ten And Ninety Paise Only

29 19.19.1.1 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality:LD 2.5:Rectangular shape 600x450 mm internal dimensions Each 1 1120.6 Rs. One Thousand One Hundred Twenty And Sixty Paise Only

30 19.30.1.1 Constructing brick masonry chamber for underground C.I.Inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg),R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 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 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2 4266.8 Rs. Four Thousand Two Hundred Sixty Six And Eighty Paise Only

31 Br. Providing brick bats and filling the same in soak pit as per specificarion and direction of engineer in charge. Cu.M 3.03 1197.51 Rs. One Thousand One Hundred Ninety Seven And Fifty One Paise Only

32 Extra cost of brick 100A (a) Patna Zone Per %o 4.74 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

33 Extra cost of slag cement Patna Zone Per bag 39 11.73 Rs. Eleven And Seventy Three Paise Only

34 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I 100 A Brick (lead 1km Kachha +7km Pucca ) %o 5.65 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

35 Do--do-- (b) Coarse sand ( Lead 23 Km pucca from Nasriganj to work site) Cu.M 3.97 Rs. Six Hundred Seven And Twenty Six Paise Only

36 Do-do- (b) Stone chips ( Lead 106 Km from Manpur to work site ) Cu.M 3.01 Rs. Two Thousand Ninety Four And Sixty Two Paise Only

Rs. One Lakh Fifty Eight Thousand Four Hundred Thirty Four Only

Numbers of item 36 (Thirty Six)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS, Water Supply

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 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 jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Concealed work, including cutting chases and making good the : 15 mm nominal outer dia Pipes M 15.5 278.2 Rs. Two Hundred Seventy Eight And Twenty Paise Only

2 18.8.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge:Concealed work, including cutting chases and making good the : 20 mm nominal outer dia Pipes M 25 350.8

3 18.10.3 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:25 mm dia nominal bore M 8.5 399.9 Rs. Three Hundred Ninety Nine And Ninety Paise Only

4 18.10.4 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:32 mm dia nominal bore M 8.5 457.8 Rs. Four Hundred Fifty Seven And Eighty Paise Only

5 18.15.1 Providing and fixing brass bib cock of approved quality :15 mm nominal bore Each 6 303.8 Rs. Three Hundred Three And Eighty Paise Only

6 18.16.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore Each 4 303.8 Rs. Three Hundred Three And Eighty Paise Only

7 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore Each 2 532.3 Rs. Five Hundred Thirty Two And Thirty Paise Only

8 18.17.2 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore Each 2 589.9 Rs. Five Hundred Eighty Nine And Ninety Paise Only

9 18.19.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore:Horizontal Each 2 677.6 Rs. Six Hundred Seventy Seven And Sixty Paise Only

10 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. Per Litre 1000 9.7 Rs. Nine And Seventy Paise Only

Rs. Thirty Six Thousand Seven Hundred Ten Only

Numbers of item 10 (Ten)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS, P.V.C.pipe- DEEP TUBEWELL 300mmx150mmx106.68m

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 18.12.4 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:32 mm dia nominal bore M 24.4 381.7

2 24.2.1.1 Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & running charges of allequipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level:All type of soil:300 mm dia M 106.68 567.9 Rs. Five Hundred Sixty Seven And Ninety Paise Only

3 24.3.2 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:150 mm nominal size dia M 86.68 660.1 Rs. Six Hundred Sixty And Ten Paise Only

4 24.4.2 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:150 mm nominal size dia M 20 673.5 Rs. Six Hundred Seventy Three And Fifty Paise Only

5 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-incharge. Cum 5.652 1343.2 Rs. One Thousand Three Hundred Fourty Three And Twenty Paise Only

6 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. Hour 12 916.8 Rs. Nine Hundred Sixteen And Eighty Paise Only

7 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 Each 1 210.7 Rs. Two Hundred Ten And Seventy Paise Only

8 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete:150 mm clamp Each 1 1531.4 Rs. One Thousand Five Hundred Thirty One And Fourty Paise Only

9 24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I): 150 mm dia Each 1 281.8 Rs. Two Hundred Eighty One And Eighty Paise Only

10 Supplying, fitting & fixing submersible motor pump (1 H.P.) of Crompton or any other approved I.S.I. make complete with cable wire, fited & fixed complete as per specification and direction of Engineer I/C with all accesories etc. all complete job. Per Set 1 13500 Rs. Tthirteen Thousand Five Hundred Only

11 Supplying 1 HP fully automatic Crompton single phase 220 volts starter on a common board with 16 amps Havels make DP main switch 1 No. suitable voltameter (ISI make ) 1 No. ampere meter (ISI make) 1 no, complete with panel all taxes etc. complete job. Per Set 1 2450 Rs. Two Thousand Four Hundred Fifty Only

Rs. One Lakh Seventy Seven Thousand One Hundred Fifty Two Only

Numbers of item 11 (Eleven)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS,

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 21.24 287.3 Rs. Two Hundred Eighty Seven And Thirty Paise Only

2 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Cu.M 21.24 4420.8

3 4.3.1 Centring and shuttering including strutting, propping etc.and removal or form work for Foundations,footings, bases Columns Sq.m 12.27 211.1 Rs. Two Hundred Eleven And Ten Paise Only

4 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. Sq.M 139.41 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

5 11.73 Providing designation 100A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. Sq.M 30.86 444.8 Rs. Four Hundred Fourty Four And Eighty Paise Only

6 Extra cost of brick 100A (a) Patna Zone Per %o 6.155 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

7 Extra cost of slag cement Patna Zone Per bag 265 11.73 Rs. Eleven And Seventy Three Paise Only

8 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I 100 A Brick (lead 1km Kachha +7km Pucca ) %o 6.155 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

9 Do--do-- (b) Coarse sand ( Lead 23 Km pucca from Nasriganj to work site) Cu.M 0.999 Rs. Six Hundred Seven And Twenty Six Paise Only

10 Do-do- (b) Stone chips ( Lead 106 Km from Manpur to work site ) Cu.M 18.05 Rs. Two Thousand Ninety Four And Sixty Two Paise Only

11 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 24.31 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. Two Lakh Sixteen Thousand Four Hundred Five Only

Numbers of item 11 (Eleven)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS,

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 1.12 f.s.o.r Plantation work ( 10 gram DAP and pesticide per plant). Transportation of plant and planting work from temporary plant salad. Plantation 20 man days, Transportation of Plant - 6 man days, DAP - 260/- persicide - 100 Rs, etc - 50/- Each 230 5.434 Rs. Five And Fourty Three Paise Only

2 3.5.1 F.S.O.R Provision for plant transportion by tractor. Per %o 0.23 1000

3 6.3 f.s.o.r Providing bomboo barricating. Each 230 100 Rs. One Hundred Only

4 6.4.1 f.s.o.r Purchase of earth and round 152.5 [email protected]/cft per % no plants. Each 0.999 1062.5 Rs. One Thousand Sixty Two And Fifty Paise Only

5 9.2 f.s.o.r Labour for planting. Each 230 15.7 Rs. Fifteen And Seventy Paise Only

6 9.2.3 f.s.o.r (A) Suppling and providing plants all as following details (10 Feet) Each 23 250 Rs. Two Hundred Fifty Only

7 9.2.3 f.s.o.r (B) Suppling and providing plants all as following details (10 plant's) Each 23 2000 Rs. Two Thousand Only

Rs. Eighty Two Thousand Two Hundred Eighty Five Only

Numbers of item 07 (Seven)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS

(Fire fighting) Provisonally Rate Approved by SE

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. RATE IN WORDS Amount Rs. P.

FIRE HYDRANT SYSTEM

II HAND APPLIANCES (INTERNAL) Rs. Only

1 Providing and fixing Stored pressure Multipurpose fire extinguisher consisting of welded M.S. cylindrical body, squeeze lever diccharge valve, 30 cms long high pressure discharge hose ISI marked as per IS:15683 including fixing to wall with brackets etrc. complete. (a) Capactity 6 kg. Each 2 6565 Rs. Six Thousand Five Hundred Sixty Five Only

2 Providing and fixing CO2 extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve, internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle ISI marked as per IS 13869 including fixing with dash fasteners etc, complete. Capacity 4.5 Kg Each 2 7878 Rs. Seven Thousand Eight Hundred Seventy Eight Only

Rs. Twenty Eight Thousand Eight Hundred Eighty Six Only

Numbers of item 02 (Two)

BILL OF QUANTITY FOR THE CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS,

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. Rs. P. RATE IN WORDS AMOUNT Rs. P.

1 2.8.1 Earthwork in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Cu.M 1.03 360.7 Rs. Three Hundred Sixty And Seventy Paise Only

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.000 287.3

3 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) Cu.M 0.13 3998.1 Rs. Three Thousand Nine Hundred Ninety Eight And Ten Paise Only

4 6.1.12C Brick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand) Cu.M 0.78 5116.3 Rs. Five Thousand One Hundred Sixteen And Thirty Paise Only

5 6.45.1 Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level. Cement mortar 1 : 3 (1 cement : 3 coarse sand) sqm 1.5 723 Rs. Seven Hundred Twenty Three Only

6 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. Sq.M 0.85 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

7 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 12.13 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

8 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) Sq.M 13.13 137 Rs. One Hundred Thirty Seven Only

9 Extra cost of brick 100A (a) Patna Zone Per %o 0.000 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

10 Extra cost of slag cement Patna Zone Per bag 4 11.73 Rs. Eleven And Seventy Three Paise Only

11 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I 100 A Brick (lead 1km Kachha +7km Pucca ) %o 0.000 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

12 Do--do-- (b) Coarse sand ( Lead 23 Km pucca from Nasriganj to work site) Cu.M 0.000 Rs. Six Hundred Seven And Twenty Six Paise Only

13 Do-do- (b) Stone chips ( Lead 106 Km from Manpur to work site ) Cu.M 0.12 Rs. Two Thousand Ninety Four And Sixty Two Paise Only

14 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 0.000 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. Ten Thousand Nine Hundred Six Only

Numbers of item 14 (Fourteen)

BILL OF QUANTITY FOR INTERNAL ELECTRICAL WIRING & ELECTRIC INSTALLATION WORK IN DISTRICT PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS

Electrification Work

ESTIMATED AMOUNT : Rs.

SlNO CODENO DESCRIPTION UNIT QUANTITY RATE IN FIG. RATE IN WORDS Amount Rs. P.

1 1.3.2 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch, modular plate, suitable size G.I. box etc as required. (a) Group B Per Point 52 947

2 1.4 Wiring for twin control light point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box etc as required. Per Point 2 1248 Rs. One Thousand Two Hundred Fourty Eight Only

3 1.5 Wiring for light/Power plug with 2x4 Sq.mm FR PVC insulated Copper conductor single core cable in surface recessed PVC conduit along with 1 No. 4 sq.mm. FR PVC insulated copper conductor single core cable for loop earthing as required. Per Mtr. 75 309 Rs. Three Hundred Nine Only

4 1.7.2 Wiring for circuit/ submain wiring along with earth wire with the following sizes of PVC insulated Copper conductor single core cable in surface recessed PVC conduit as required. CKT- (2 x2.5mm2 + 1x2.5 mm2 earth wire) Per Mtr. 230 246 Rs. Two Hundred Fourty Six Only

5 1.7.4 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Per Mtr. 60 422 Rs. Four Hundred Twenty Two Only

6 1.7.5 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 10 sq. mm + 1 X 6 sq. mm earth wire Per Mtr. 10 557 Rs. Five Hundred Fifty Seven Only

7 1.25 Supplying and fixing stepped type electronic fan regulatoron th existing modular plate switch box including connections but excluding modular plate etc. as required. Each 9 358 Rs. Three Hundred Fifty Eight Only

8 1.31 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. Each 29 414 Rs. Four Hundred Fourteen Only

9 1.32 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. Each 15 531 Rs. Five Hundred Thirty One Only

10 1.33 Supplying and fixing 2 Pin, 6 amps ceilling rose on the existing Junction box / wooden block including connection etc. as required. Each 32 64 Rs. Sixty Four Only

11 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. Each 21 80 Rs. Eighty Only

12 1.36 Supplyinq and fixinq call bell I buzzer suitable for single phase, 230 volts complete as required. Each 3 88 Rs. Eighty Eight Only

13 2.4.3 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 160 A, 36 KA, FPMCCB Each 1 13698 Rs. Tthirteen Thousand Six Hundred Ninety Eight Only

14 2.5.2 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 100A Each 1 5019 Rs. Five Thousand Nineteen Only

15 2.7.4 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. 125 A Each 1 12543 Rs. Twelve Thousand Five Hundred Fourty Three Only

16 2.8.6 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCBilsolator) 8 way, Double door Each 4 2591 Rs. Two Thousand Five Hundred Ninety One Only

17 2.12.1 Supplying and fixing following rating 240/415 volts "C" curve mainiature Circuit Breaker suitable for inductive load of Following poles in the existing MCB, DB, complete with connections testing and commissioning etc. as required. 6/32 amps, Single Pole Each 24 237 Rs. Two Hundred Thirty Seven Only

18 2.15.1 Supplying and fixing following rating double pole, 240 voltas Isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Amps Each 4 429 Rs. Four Hundred Twenty Nine Only

19 2.25 Supplying and fixing 20 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, TP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. Each 2 3008 Rs. Three Thousand Eight Only

20 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 1 13721 Rs. Tthirteen Thousand Seven Hundred Twenty One Only

21 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. Metre 10 144 Rs. One Hundred Fourty Four Only

22 5.7.5 Supplying and fixing recess mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required. 18 watt Each 14 1509 Rs. One Thousand Five Hundred Nine Only

23 5.8.1 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 Im/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required.9/10 watt Each 21 911 Rs. Nine Hundred Eleven Only

24 5.10. Supplying and fixing 70112 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,lP 65 protection and complete u.,ith integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. Each 22 1275 Rs. One Thousand Two Hundred Seventy Five Only

25 5.14.4 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required.90 watt Each 3 5516 Rs. Five Thousand Five Hundred Sixteen Only

26 7.1.2 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. Above 35 sq. mm and upto 95 sq. mm Metre 40 326 Rs. Three Hundred Twenty Six Only

27 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, insulatorand 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.) Sft 6 1809 Rs. One Thousand Eight Hundred Nine Only

28 8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 9 2482 Rs. Two Thousand Four Hundred Eighty Two Only

29 8.17.1 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 300 mm sweep Each 6 2572 Rs. Two Thousand Five Hundred Seventy Two Only

30 BR Code 1911 Supplying, fitting and fixing G.I. pipes 32mm dia medium class G.I.Pipe Per Mtr 8 388.87 Rs. Three Hundred Eighty Eight And Eighty Seven Paise Only

31 2207 Supplying 3.5 core, 50 sq. mm XLPE/PVC insulated PVC sheathed (Heavy duty) armoured electric cable with aluminium conductor Metre 60 457.63 Rs. Four Hundred Fifty Seven And Sixty Three Paise Only

Rs. Four Lakh Thirty Six Thousand Eight Hundred Sixty Three Only

Numbers of item 31 (Thirty One)

BILL OF QUANTITY FOR INTERNAL ELECTRICAL WIRING & ELECTRIC INSTALLATION WORK IN DISTRICT PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS Estimate for Supplying Fixing & Installation Of Furniture & necessary Items, all Complete Job

Furniture ANNEXURE - I

ESTIMATED AMOUNT : Rs.

SlNO PRODUCT NAME PRODUCT DESCRIPTION UNIT QUANTITY RATE IN FIG. RATE IN WORDS Amount Rs. P.

1 EXECUTIVE TABLE Table with ERU and Pedestal 1800 mm x 750 mm x 750 mm with KBPT, CPU Trolley - Structure / Frame of table - Four legs with modesty panel. The type of Storage provided- One side pedestal unit and E.R.U. Footrest-Not Provided.Table top Material- Prelaminated particle board (Wood Product) of grade II type II of IS 12823/Lates Thickness of table top material - 25 mm. Gable end material- Prelaminated particles board(wood product) of grade II type III of IS 12823/ Latest. Modesty panel material- Three Layer Prelaminated particles board (wood product) of grade II type III of IS 12823/Latest. The thickness of the modesty panel material- 18 mm. Leg Material- Mild Steel (MS) ERW. The thickness of the Leg material- 1.2 mm. Width of tabletop - 1800 mm. Depth of table - 750 mm. Height of table - 750 mm. Size (L x W) /diameter of leg material - 25 mm . ERU unit consists of - 1 storage unit with shutter. Total Number of drawers /storage in Pedestal units- Three drawers. Table top finish- Laminate in color with swede finish 0.6-0.8mm thickness of type S, F or P having index no.3.2.3 conforming to IS 2046/ Latest with having balancing laminate of 0.5mm thick on another side Tabletop shade- Gray. Table / ERU / Pedestal Panel Plain Side Edge to be banded with PVC tape - 2 mm thick with the help of hot melt glue. Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate. Each 1 38205.2 Rs. Thirty Eight Thousand Two Hundred Five And Twenty Paise Only

2 EXECUTIVE CHAIR High Back Knitteed Chair- Tilt mechanism - Synchronic tilt mechanism. Backrest type - Tilting type. Pedestal Base - Nylon Minimum density of foam used in seat- 30 kg per cubic meter Minimum thickness of PU foam used in seat - 30 mm Seat upholstery material- Fabric. Backrest base frame material - Hot pressed plywood. Padding at backrest - PU foam The minimum density of foam used in the backrest- 30 kg per cubic meter. Minimum thickness of PU foam used in backrest 30 mm . Backrest upholstery material - Fabric. Upholstery material thickness / fabric substance used in seat /backrest - 0.7 to 1.5 mm ( for fabric). Minimum width of seat 500 mm . Minimum depth of seat- 450 mm Minimum width of backrest - 450 mm . Backrest height- High back (551 and above). Minimum pedestal size (diameter) - 650 mm . (Green Guard by U/L). Dimension variation of ± 5mm shall be acceptable. Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate. Each 1 16231.6 Rs. Sixteen Thousand Two Hundred Thirty One And Sixty Paise Only

3 OFFICE TABLE Table with KBPT, CPU Tolley - made of MS ERW round tube dia 25.4 x 1.2mm thick with 18mm thick Pre Laminated top size- 1199 X 590 X 735 mm with one side three drawer unit made of .5mm thick CRCA sheet mild steel, All steel components have powder coated paint fitted with lock. (Green Guard by U/L, Griha Certificate). Dimension variation of ± 5 mm shall be acceptable. Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate. Each 2 25446.3 Rs. Twenty Five Thousand Four Hundred Fourty Six And Thirty Paise Only

4 STAFF CHAIR (S TYPE) CHAIR- Seat and back are made from seasoned wood and plywood. The same is upholstered with black synthetic leather and polyurethane foam. Back Size - 46.0 cm ( W ) X 27.0 cm ( H ). Seat Size- 46.0 cm ( W ) x 40.0 cm ( H ). The armrest is gas assisted injection moulded from black polypropylene. The understructure assembly is a cantilever type frame. Width of the chair- 58 cm, Depth- 56.5 cm, Height- -87.5 cm, Seat Height- 48 cm. Dimension variation of ± 5mm shall be acceptable.Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate. Each 10 7087.3 Rs. Seven Thousand Eighty Seven And Thirty Paise Only

5 VISITOR CHAIR Chair Type - Non-Revolving and Non-Tilting chair without Armrest. Chair frame type- Cantilever. Armrest type- Without Armrest. Seat type - Padded. Backrest type - Padded Frame, Material Configuration - One piece. Frame material - Steel tube (ERW quality) conforming to IS: 1161 (with latest Amendment). Seat material - Moulded Plywood. Seat material thickness - 20 mm. Polyurethane foam used in seat. Seat upholstered with -N.A . GSM of seat cover - 390 GSM . Backrest material- Moulded Plywood . Backrest upholstered with- Leatherette. Seat Depth 390 mm . Seat Width - 440 mm Seat height from floor surface - 475 mm Backrest width 390 mm . Backrest height from seat - 300 mm . Paint Type- Epoxy. CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018. Dimension variation of ± 5 mm shall be acceptable.Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate. Each 20 4004 Rs. Four Thousand Four Only

Rs. Two Lakh Fifty Six Thousand Three Hundred Fifty Only

Numbers of item 05 (Five)

*** Note:-Dimension variable upto ± 30 mm is acceptable.

G E N E R A L A B S T R A C T

NAME OF WORK : CONSTRUCTION OF SUB DIVISIONAL PROBATION OFFICE BUILDING AT MANDAL KARA BIKRAMGANJ IN THE DISTRICT OF ROHTAS WITH ELECTRIFICATION Job No. GROUP- 01 OF e-N.I.T. No. 11/2026-27

Date of Tender :-

Estimated Cost in Rs. :-

Earnest Money in Rs. :-

Time of Completion :- 09 Months

Cost of BOQ in Rs. :- 10000

Bid processing fee through online mode:- As per eproc 2.

SL. NO NAME OF WORK TOTAL Rs P

2 Sanitary Installation

4 Deep Tubewell

5 Approach Road

7 Fire fighting

Add GST @ 5.36%

9 Electrification Work

10 Furniture Work

Enclosure-B.O.Q's ORDER

(1) B.O.Q. amounting to Rs.

Rs. Fifty Two Lakh Twenty Thousand Two Hundred Sixty Five Only

detailed as above for Scheduled items, is herewith approved.

Junior Engineer Asstt. Engineer Executive Engineer Superintending Engineer, Work Circle-01