CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA WITH ELECTRIFICATION

Name of Work CONSTRUCTION OF VISITOR COMPLEX AT MANDAL JAIL NAWADA IN THE DISTRICT OF NAWADA WITH ELECTRIFICATION Estimated Cost in Rs. 10498843 --- 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 Rajgir Divn.

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 ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

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 0.199 360.7 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 0.199 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 507.4 287.3 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 0.999 3998.1 Rs. Three Thousand Nine Hundred Ninety Eight And Ten Paise Only

5 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for: foudations, footings, bases of columns etc. for mass concrete. Sq.m 0.799 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

6 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roots, landings, balconies and access platform. Sq.m 0.199 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

7 5.9.4 Centring and shuttering including strutting, propping etc. and removal of form for: Shelves (Cost in situ) Sq.m 0 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

8 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 0.800 404.7 Rs. Four Hundred Four And Seventy Paise Only

9 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 0.599 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

10 5.9.7 Centring and shuttering including strutting, propping etc. and removal of form for: Stairs,(excluding landings) except spiral-staircaces. Sq.m 0.000 439.9 Rs. Four Hundred Thirty Nine And Ninety Paise Only

11 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

12 5.22.1 Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 6.00 mm dia KG 363.02 96.7 Rs. Ninety Six And Seventy 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 4712.67 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 4364.17 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 1519.02 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 1339.78 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 56.21 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 0.000 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 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 0.000 5677.2 Rs. Five Thousand Six Hundred Seventy Seven And Twenty Paise Only

21 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 68.405 5841.7 Rs. Five Thousand Eight Hundred Fourty One And Seventy 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 0.400 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 0.200 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 0.999 1087.9 Rs. One Thousand Eighty Seven And Ninety Paise Only

26 9.21.1 Providing and fixing flush door shutters conforming to IS : 2202 (Part-I) non-decorative type.core of block board construction with frame of 1st class tiard wood and well mathched commercial 3 ply veneering wiih vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including anodized aluminum butt hinges with necessary screws. Sq.M 0.000 1775.3 Rs. One Thousand Seven Hundred Seventy Five And Thirty Paise Only

27 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding KG 292.75 144.5 Rs. One Hundred Fourty Four And Fifty Paise Only

28 9.96.2 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 : 250 x 16mm Each 15 210.1 Rs. Two Hundred Ten And Ten Paise Only

29 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 30 111.4 Rs. One Hundred Eleven And Fourty Paise Only

30 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 30 57.1 Rs. Fifty Seven And Ten Paise Only

31 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 13 60.8 Rs. Sixty And Eighty Paise Only

32 9.147D.2 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multichambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads 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 0.999 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). 0 Rs. Only

33 10.15.1.1 Providing and fixing pressed steel door confirming IS code 351 manufactured from commercial mild steel sheet of 1.25 mm thickness including higes, jamb, lock jamb , bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechinical means, adjustable lugs with split end tail to each jam including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge. Profile B, Fixing with adjustable lugs with split end tail to each jamb M 38.11 405.8 Rs. Four Hundred Five And Eighty Paise Only

34 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 7 165.4 Rs. One Hundred Sixty Five And Fourty Paise Only

35 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 495 114.6 Rs. One Hundred Fourteen And Sixty Paise Only

36 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 0.200 150 Rs. One Hundred Fifty Only

37 11.19.2 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : Medium shade using 50% white cement and 50% ordinary cement. Sq.M 0.000 985.4 Rs. Nine Hundred Eighty Five And Fourty Paise Only

38 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 225.105 1252.7 Rs. One Thousand Two Hundred Fifty Two And Seventy Paise Only

39 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 0.200 1334.9 Rs. One Thousand Three Hundred Thirty Four And Ninety Paise Only

40 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Sq.M 0.600 795 Rs. Seven Hundred Ninety Five Only

41 11.38 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 shades except 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 0.000 862.4 Rs. Eight Hundred Sixty Two And Fourty Paise Only

42 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 0.200 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

43 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 25.61 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

44 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 6 132 Rs. One Hundred Thirty Two Only

45 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 6 115.95 Rs. One Hundred Fifteen And Ninety Five Paise Only

46 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 51 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

47 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 3 47.9 Rs. Fourty Seven And Ninety Paise Only

48 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 0.599 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

49 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 0.399 203.6 Rs. Two Hundred Three And Sixty Paise Only

50 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 0.200 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

51 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 0.199 102.3 Rs. One Hundred Two And Thirty Paise Only

52 13.79.1+ 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade & New work (three or more coats) : Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer Sq.M 0.400 119.80000000000001 Rs. One Hundred Nineteen And Eighty Paise Only

53 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 0.800 105.4 Rs. One Hundred Five And Fourty Paise Only

54 13.81.1+ 13.93.1 Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood):Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work Sq.M 0.999 124.2 Rs. One Hundred Twenty Four And Twenty Paise Only

55 13.81.3+ 13.93.1 Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work Sq.M 0.000 119.1

56 22.8.1 Providing and laqying integral cement based water proofing treatment including prepration of surface as required of roofs,balconies ,terraces etc,consisting of following operations,a)Applying and grouting a slurry coat of neat cement using 2.75Kg/sqm of cement admixed with proprietary water proofing compound cleaning the surface before treatment, b) Laying cement concrete using broken bricks/ brick bats 25mm to 100mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 over 20m thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admised with proprietary water proofing compound conforming to IS 2545 to required slope and trating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. Sq.m 0.599 850.7 Rs. Eight Hundred Fifty And Seventy Paise Only

c) After two days of proper curing applying a secoung coat of cement slurry admixed with properietary water proofing compound conforming to IS : 2645 d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with towel with neat cement slurry and making of 300 x 300mm square. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. with average thickness of 120 mm and minimum thickness at khurras poin to be 65 Rs. Only

57 26.86.2 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately). mtr 0.999 768.1 Rs. Seven Hundred Sixty Eight And Ten Paise Only

Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 45 x 85 mm Rs. Only

58 26.87.1 Providing and fixing factory made single extruded WPC {Wood Polymer Composite} solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives {maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N {Face) & 900N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In• Charge. {Note:stainless steel butt hinges and necessary S.S screws shall be paid separately) 30 mm thick Sqm 0.999 3866.5 Rs. Three Thousand Eight Hundred Sixty Six And Fifty Paise Only

59 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 0.400 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

60 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 0.199 Rs. Four Hundred Eighty One And Eighty Two Paise Only

61 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 0.199 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

62 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 0.799 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. Sixty Six Lakh Fourty Nine Thousand Six Hundred Fifty Eight Only

Numbers of item 62 (Sixty Two)

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 ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA, (SANITARY) 90 Cft Septic Tank 1 No. & 4'-0" dia Soak pit- 1 nos

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

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 20 162.7 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 20 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

10 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 6 141.6 Rs. One Hundred Fourty One And Sixty Paise Only

11 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 6 193.4 Rs. One Hundred Ninety Three And Fourty Paise Only

12 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 2 190.7 Rs. One Hundred Ninety And Seventy Paise Only

13 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 6 91.8 Rs. Ninety One And Eighty Paise Only

14 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 6 132 Rs. One Hundred Thirty Two Only

15 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 30 184.1 Rs. One Hundred Eighty Four And Ten Paise Only

16 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 30 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

17 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

18 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

19 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

20 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 4 4470.9 Rs. Four Thousand Four Hundred Seventy And Ninety Paise Only

21 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 2 2135.8 Rs. Two Thousand One Hundred Thirty Five And Eighty Paise Only

22 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 6 198.5 Rs. One Hundred Ninety Eight And Fifty Paise Only

23 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 8 217.1 Rs. Two Hundred Seventeen And Ten Paise Only

24 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 15 410.7 Rs. Four Hundred Ten And Seventy Paise Only

25 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 4 310.9 Rs. Three Hundred Ten And Ninety Paise Only

26 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

27 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 5 4266.8 Rs. Four Thousand Two Hundred Sixty Six And Eighty Paise Only

28 Br. Providing brick bats and filling the same in soak pit as per specificarion and direction of engineer in charge. Cu.M 3.03 1146.4 Rs. One Thousand One Hundred Fourty Six And Fourty Paise Only

29 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

30 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 3.97 Rs. Four Hundred Eighty One And Eighty Two Paise Only

31 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 3.01 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

Rs. One Lakh Seventy Six Thousand Nine Hundred Ninety Only

Numbers of item 31 (Thirty One)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA, (WATER SUPPLY)

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

1 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 4 1068.5 Rs. One Thousand Sixty Eight And Fifty Paise Only

2 17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Each 4 713.3

3 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Each 2 146.3 Rs. One Hundred Fourty Six And Thirty Paise Only

4 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. Each 1 204.7 Rs. Two Hundred Four And Seventy Paise Only

5 17.73.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour:600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms Each 4 424 Rs. Four Hundred Twenty Four Only

6 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 15 278.2 Rs. Two Hundred Seventy Eight And Twenty Paise Only

7 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 15 350.8 Rs. Three Hundred Fifty And Eighty Paise Only

8 18.9.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:25 mm nominal outer dia Pipes M 15 294.7 Rs. Two Hundred Ninety Four And Seventy Paise Only

9 18.9.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:32 mm nominal outer dia Pipes M 25 359.1 Rs. Three Hundred Fifty Nine And Ten Paise Only

10 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore Each 1 532.3 Rs. Five Hundred Thirty Two And Thirty Paise Only

11 18.17.2 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore Each 1 589.9 Rs. Five Hundred Eighty Nine And Ninety Paise Only

12 18.19.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore:Horizontal Each 1 677.6 Rs. Six Hundred Seventy Seven And Sixty Paise Only

13 18.22.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter Each 4 190.1 Rs. One Hundred Ninety And Ten Paise Only

14 18.46.2 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :20 mm nominal bore Each 1 185.6 Rs. One Hundred Eighty Five And Sixty Paise Only

15 18.46.3 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :25 mm nominal bore Each 5 265.9 Rs. Two Hundred Sixty Five And Ninety Paise Only

16 18.46.4 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :32 mm nominal bore Each 5 306 Rs. Three Hundred Six Only

17 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

18 18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: 15 mm nominal bore Each 10 715.1 Rs. Seven Hundred Fifteen And Ten Paise Only

19 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931:15 mm nominal bore Each 5 594.8 Rs. Five Hundred Ninety Four And Eighty Paise Only

20 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 5 217.1 Rs. Two Hundred Seventeen And Ten Paise Only

Rs. Fifty Eight Thousand Six Hundred Sixty Nine Only

Numbers of item 20 (Twenty)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA, P.V.C.pipe- DEEP TUBEWELL 300mmx150mmx106.68m

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

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 Rs. Three Hundred Eighty One And Seventy Paise Only

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

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 0.000 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 REPAIR OF INTERNAL ELECTRICAL WIRING & ELECTRIC INSTALLATION WORK IN ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

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 33 947 Rs. Nine Hundred Fourty Seven Only

2 Code No. 1.5 E. Deptt. Bihar S/R-23, P-21 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. 44 309

3 Code No. 1.7.2 E. Deptt. Bihar S/R-23 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. 122 246 Rs. Two Hundred Fourty Six Only

4 Code No. 1.7.12 E. Deptt. Bihar S/R-23 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. Submain (4 X 10 sq. mm + 1 X 6 sq. mm earth wire) Per Mtr. 12 925 Rs. Nine Hundred Twenty Five Only

5 1.7.14 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. Submain (4x25 mm2 + 1x16 mm2) Per Mtr. 5 2235 Rs. Two Thousand Two Hundred Thirty Five Only

6 Sl.No.1.25 E.Deptt. Bihar S/R-23 Supplying and fixing stepped type electronic fan regulatoron th existing modular plate switch box including connections but excluding modular plate etc. as required. Each 8 358 Rs. Three Hundred Fifty Eight Only

7 Sl.No.1.31 E.Deptt. Bihar S/R-23 Supplying and fixing suitable size G.I. Box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection etc. as required. Each 8 414 Rs. Four Hundred Fourteen Only

8 Sl.No.1.32 E.Deptt. Bihar S/R-23 Supplying and fixing suitable size G.I. 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, painting etc. as required. Each 4 531 Rs. Five Hundred Thirty One Only

9 Code No. 1.33 E. Deptt. Bihar S/R-23 Supplying and fixing 2 Pin, 6 amps ceilling rose on the existing Junction box / wooden block including connection etc. as required. Each 10 64 Rs. Sixty Four Only

10 Code No. 1.34 E. Deptt. Bihar S/R-23 Supplying and fixing batten/ angle holder including connection etc. as required. Each 14 80 Rs. Eighty Only

11 2.6.3 Providing and fixing following capacity double pole/ four pole OFF-load changeover switches with side handle operation, in sheet enclosure in existing metal board, including drilling holes in metal panel, making connections etc. as required. 32 A, four pole Each 1 3532 Rs. Three Thousand Five Hundred Thirty Two Only

12 Sl. No. 2.9.1 E.Deptt Bihar S/R-23 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required, (But without MCB/RCCB/lsolator) 4 way ( 4 + 12 ), Double door, horizontal type Each 1 4184 Rs. Four Thousand One Hundred Eighty Four Only

13 Sl. No. 2.12.1 E.Deptt Bihar S/R-23 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 A to 32'A, Single pole Each 10 237 Rs. Two Hundred Thirty Seven Only

14 2.16.1 Supplying and fixing following rating four pole, 415 voltas Isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps Each 1 967 Rs. Nine Hundred Sixty Seven Only

15 Sl. No. 2.20 E.Deptt Bihar S/R-23 Providing and fixing M.V. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick and vitreous enamelled white on both sides and with inscription in single red colour on front side as required. Each 1 214 Rs. Two Hundred Fourteen Only

16 3.13 Supplying and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15 mm dia G.l. pipe from earth electrode including connecion with copper thimble excavation and refilling etc. as required. Metre 8 367 Rs. Three Hundred Sixty Seven Only

17 Sl. No. 3.21 E.Deptt Bihar S/R-23 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc.as required. Set 1 16675 Rs. Sixteen Thousand Six Hundred Seventy Five Only

18 Sl. No. 5.1 E.Deptt Bihar S/R-123 Supplying and fixing powder coated strip/patty type fluorescent fittings of all type complete with all accessories etc. and lamp directly on wall/ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor single core and earthing the body etc. as required. 4' Long with Electrical ballast. Each 18 521 Rs. Five Hundred Twenty One Only

19 Sl. No.5.14.4 Deptt.Bihar S/R-23 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 4 5516 Rs. Five Thousand Five Hundred Sixteen Only

20 Sl. No. 6.1.4 E.Deptt Bihar S/R-23 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required 9/10 watt LED lamp Metre 14 161 Rs. One Hundred Sixty One Only

21 7.1.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Above Upto 35 sq. mm Metre 70 315 Rs. Three Hundred Fifteen Only

22 7.7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 25 sq. mm, 3.5 core Metre 100 346 Rs. Three Hundred Fourty Six Only

LIGHTENING CONDUCTOR Rs. Only

23 Sl. No. 3.21 E.Deptt Bihar S/R-23 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc.as required. Set 2 16675 Rs. Sixteen Thousand Six Hundred Seventy Five Only

24 Sl. No. 4.1 E.Deptt Bihar S/R-23 Providing and fixing of lightning conductor final made of 25 mm dia 300 mm long, copper tube, having single prong at top, with 85 mm dia 3 mm thick copper base plate including holes tec. Complete as required. Each 2 1056 Rs. One Thousand Fifty Six Only

25 Sl. No. 4.5 E.Deptt Bihar S/R-23 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) Metre 20 516 Rs. Five Hundred Sixteen Only

26 Sl. No. 4.6 E.Deptt Bihar S/R-23 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) Metre 10 559 Rs. Five Hundred Fifty Nine Only

Rs. Two Lakh Seventy Nine Thousand Seven Hundred Ninety Only

Numbers of item 26 (Twenty Six)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

1 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.999 287.3 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 22.77 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 111.52 283.3 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 31.04 444.8 Rs. Four Hundred Fourty Four And Eighty Paise Only

6 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

7 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 0.000 Rs. Four Hundred Eighty One And Eighty Two Paise Only

8 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 0.000 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

9 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 19.64 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. One Lakh Ninety Two Thousand One Hundred Sixty Two Only

Numbers of item 09 (Nine)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA

(Fire fighting) Provisonally Rate Approved by SE

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

I FIRE HYDRANT SYSTEM

1 Providing and fixing M.S. pipe as per IS:1239 ( Heavy Class) complete with all fittings like unions, couplings, bends, elbows, trees, offsets, reducers, flanges, etc. as per requirement at site including painting with two coats of synthetic enamel paint, cutting and making good the walls complete. Pipe up to 50 mm dia will be with threated joints with hold tight and 65 mm dia. And above will be with welded joint.The cost shall include the MS/GI structural supports as per approved drawing and specifications. (b) 100 mm dia M 24 2172 Rs. Two Thousand One Hundred Seventy Two Only

2 Providing and fixing M.S. pipe as per IS:1239 ( Heavy Class) complete with all fittings like unions, couplings, bends, elbows, trees, offsets, reducers, flanges, etc. as per requirement at site including painting with two coats of synthetic enamel paint, cutting and making good the walls complete. Pipe up to 50 mm dia will be with threated joints with hold tight and 65 mm dia. And above will be with welded joint.The cost shall include the MS/GI structural supports as per approved drawing and specifications. (a) 80 mm dia M 12 1566

3 Providing and fixing ISI marked SS-304 fire hydrant valve 80 mm inlet with single outlet and fitted with63 mm dia instantaneous female coupling on the outlet complete including companion flanges, pvc black cap and chain nuts, bolts and 3 mm thick compressed asbedstos gasket at locations as per drawing (inlet flange as per IS:5290-1969 Class C) Each 2 8585 Rs. Eight Thousand Five Hundred Eighty Five Only

4 Providing and fixing first aid fire hose reel drum wall mounting & swinging type fitted with 20 mm dia 36.5 m long high pressure hose as per IS: 5132 with 5 mm outlet 55 nozzle with shut off valve (IS:884-1969). Each 2 10605 Rs. Ten Thousand Six Hundred Five Only

5 Providing and fixing 63 mm dia 15 m long EPDM lined fabric hose including SS male and female instantaneous type coupling approved by fire authority, machine wound with copper wire complete in all respects. Hose shall conform to IS: 636 Type II and coupling to IS: 903-1975 with ISI certification. Each 3 8075 Rs. Eight Thousand Seventy Five Only

6 Providing and fixing standard shot size SS branch pipe with nozzle 16 mm dia. Outlet with standard instantaneous type 63 mm dia. Coupling ISI marked. Each 3 3535 Rs. Three Thousand Five Hundred Thirty Five Only

7 Providing and fixing 25 mm dia brass ball valve full bore type with lever and screwed female ends. (20kg/sq.cm) Each 2 1566 Rs. One Thousand Five Hundred Sixty Six Only

8 Providing and fixing fire hose cabinet fabricated from 16 gauge M.S. sheet with single glazed front door and pad locking arrangement, painted Fire Red with stove enaveled pain t and FIRE HOSE written on front including necessary supports (to house one length of canvas hosed with couplings, branch pipe and nozzle). Each 3 4545 Rs. Four Thousand Five Hundred Fourty Five Only

9 Providing and fixing cast iron butterfly valves on PN 1.6 rating complete with bolts, nuts, 3 mm thick compressed asbestos gasket,companion flanges and complete in all respects. (a) 100 mm dia with lever operated. Each 2 9292 Rs. Nine Thousand Two Hundred Ninety Two Only

10 Providing and fixing cast iron butterfly valves on PN 1.6 rating complete with bolts, nuts, 3 mm thick compressed asbestos gasket,companion flanges and complete in all respects. (a) 80 mm dia with lever operated. Each 2 7662 Rs. Seven Thousand Six Hundred Sixty Two Only

11 Providing and fixing C.I.double flanged horizontal dual plate water type non return valves PN 1.6 including washer, nuts, bolts, 3 mm thick compressed asbestos gasket with companion flanges, complete in all respect. (a) 100 mm dia Each 2 10897 Rs. Ten Thousand Eight Hundred Ninety Seven Only

12 Providing and fixing 25 mm dia gun metal single acting air release vale with screwed inlet tested for 20 kg./cm2 Each 1 1566 Rs. One Thousand Five Hundred Sixty Six Only

13 Providing and fixing 150 mm dia Three-way Fire brigade connection consisting of 63 mm dia instantaneously male coupling and a check vale protected b, cap scored with a chain glass bore etc. complete with 150 mm sluice valve and 150 mm non return valve (to be connected to riser). Each 1 9595 Rs. Nine Thousand Five Hundred Ninety Five Only

II HAND APPLIANCES (INTERNAL) Rs. Only

14 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 12 6565 Rs. Six Thousand Five Hundred Sixty Five Only

15 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

III FIRE PUMPS & ACCESSORIES Rs. Only

16 Providing and fixing horizontal split casing single/multi stage, single/multi outlet pumping set with bronze impeller with C.I. body and connected by a flexible coupling to a totally enclosed fan cooled induction motor mounted on a common structural base plates with all pump accessories complete as per specifications incluidng pressure gauges with gunmetal isolation valves and anti vibration pads, motor to be suitable for 415 volts, 3 phase, 50 cycles A.C. supply (Specifications as per fire fighting requirements and on the pattern of TAC or local authority approval) as per instruction with starter & cabling and starter to be placed at ground level:- Type : Mono block, Speed(rpm) : 2900, Capacity : 450 lpm & Head:20 Mtr. Each 1 121200 Rs. One Lakh Twenty One Thousand Two Hundred Only

17 Supply, laying & connecting with terrace upmp to starter at ground level with 3.5 core x 16 sq.mm armoured aluminium cable 1.1 kv grade M 90 285 Rs. Two Hundred Eighty Five Only

IV FIRE ALARM SYSTEM Rs. Only

18 Suppy, installation, testing and commissioning of fire alarm control panel with LCD display having battery charger & battries of 2 zone capacity Each 1 17544 Rs. Seventeen Thousand Five Hundred Fourty Four Only

19 SITC of manual call point. Each 6 1061 Rs. One Thousand Sixty One Only

20 SITC of hooter with flasher Each 6 1263 Rs. One Thousand Two Hundred Sixty Three Only

21 Supply and laying of 1.5 sq.mm double core copper wire with 15mm dia conduit pipe. Mtr 425 232 Rs. Two Hundred Thirty Two Only

Rs. Five Lakh Ninety Nine Thousand Two Hundred Thirty Four Only

Numbers of item 21 (Twenty One)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

Rain Water Harvesting System

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

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 3.7 360.7 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 1.63 287.3

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 0.4 3998.1 Rs. Three Thousand Nine Hundred Ninety Eight And Ten Paise Only

4 6.1.12C + 6.3C 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): Extra for Brick work in superstructure above plinth level upto floor V Cu.M 2.63 5958.5 Rs. Five Thousand Nine Hundred Fifty Eight And Fifty Paise Only

5 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding KG 104.58 144.5 Rs. One Hundred Fourty Four And Fifty Paise 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 3.62 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

7 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

8 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 6 132 Rs. One Hundred Thirty Two Only

9 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 14 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

10 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 30 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

11 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 13.41 203.6 Rs. Two Hundred Three And Sixty Paise Only

12 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 3.24 118.1 Rs. One Hundred Eighteen And Ten Paise Only

13 24.1.1.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level:All types of soil:300 mm dia M 10 486.8 Rs. Four Hundred Eighty Six And Eighty Paise Only

14 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 5 660.1 Rs. Six Hundred Sixty And Ten Paise Only

15 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 10 673.5 Rs. Six Hundred Seventy Three And Fifty Paise Only

16 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 0.31 1188.9 Rs. One Thousand One Hundred Eighty Eight And Ninety Paise Only

17 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 0.98 1195.6 Rs. One Thousand One Hundred Ninety Five And Sixty Paise Only

18 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

19 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

20 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 0.999 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

21 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 0.84 Rs. Four Hundred Eighty One And Eighty Two Paise Only

22 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 0.36 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

23 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. Sixty Seven Thousand Four Hundred Eighty Eight Only

Numbers of item 23 (Twenty Three)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

Campus Development

ESTIMATED AMOUNT : Rs.

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

1 2.25(a) Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. cum 116.14 411.7 Rs. Four Hundred Eleven And Seventy Paise Only

Rs. Fourty Seven Thousand Eight Hundred Fifteen Only

Numbers of item 01 (One)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

Compound Wall- 104.26 Mtr

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 0.000 360.7 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 0.000 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 6.8 287.3 Rs. Two Hundred Eighty Seven And Thirty Paise Only

4 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for: foudations, footings, bases of columns etc. for mass concrete. Sq.m 22.19 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

5 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 67.8 404.7 Rs. Four Hundred Four And Seventy Paise Only

6 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 97.81 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

7 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 834.29 94.5 Rs. Ninety Four And Fifty Paise Only

8 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 823.97 92.6 Rs. Ninety Two And Sixty Paise Only

9 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 601.71 90.8 Rs. Ninety And Eighty Paise Only

10 5.33A.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 Cu.m 14.63 4756.9 Rs. Four Thousand Seven Hundred Fifty Six And Ninety Paise Only

11 5.33A.2.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Walls columns, pillars, posts cind struts Cu.m 5.03 5293.5 Rs. Five Thousand Two Hundred Ninety Three And Fifty Paise Only

12 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 2.23 5677.2 Rs. Five Thousand Six Hundred Seventy Seven And Twenty Paise Only

13 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 24.92 5765.2 Rs. Five Thousand Seven Hundred Sixty Five And Twenty Paise Only

14 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 58.48 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

15 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 0.999 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

16 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 0.999 137 Rs. One Hundred Thirty Seven Only

17 9.48.2 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings/ wooden frames with rawl plugs screws etc KG 825.6 161.1 Rs. One Hundred Sixty One And Ten Paise Only

18 13.81.3+ 13.93.1 Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work Sq.M 116.1 119.1 Rs. One Hundred Nineteen And Ten Paise Only

19 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 0.999 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

20 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 0.000 Rs. Four Hundred Eighty One And Eighty Two Paise Only

21 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 0.000 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

22 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 7.7 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Total of 100 Mtr

Total of 104.26 Mtr

Rs. Nine Lakh Four Thousand Five Hundred Eighty Only

Numbers of item 22 (Twenty Two)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

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 8.84 360.7 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 8.84 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.68 287.3 Rs. Two Hundred Eighty Seven And Thirty Paise Only

4 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for: foudations, footings, bases of columns etc. for mass concrete. Sq.m 1.95 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

5 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

6 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 15.4 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

7 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 0.999 94.5 Rs. Ninety Four And Fifty Paise Only

8 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 213.24 90.8 Rs. Ninety And Eighty Paise Only

9 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 94.42 91.7 Rs. Ninety One And Seventy Paise Only

10 5.33A.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 Cu.m 1.43 4756.9 Rs. Four Thousand Seven Hundred Fifty Six And Ninety Paise Only

11 5.33A.2.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Walls columns, pillars, posts cind struts Cu.m 0.76 5293.5 Rs. Five Thousand Two Hundred Ninety Three And Fifty Paise Only

12 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 434 114.6 Rs. One Hundred Fourteen And Sixty Paise Only

13 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 0.000 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

14 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 0.999 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

15 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 0.999 137 Rs. One Hundred Thirty Seven Only

16 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work Sq.M 11.52 84.5 Rs. Eighty Four And Fifty Paise Only

17 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 0.15 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

18 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 1.05 Rs. Four Hundred Eighty One And Eighty Two Paise Only

19 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 1.86 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

20 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 0.75 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. One Lakh Seventeen Thousand Fourty Eight Only

Numbers of item 20 (Twenty)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA 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 OfficeTable of size 1500 X 750 X 740+ERU of size 1050 X 450 X 705+Pedestal of size 646H x 390W x 440D size shall be 1500 Width mm x 750 Depth mm x 740 Height mm. Table top shall be 25 mm thick plain particle board (PPB) Clad with 0.6 mm thick post formed laminate and 1 mm thick backing laminate (bdl) Flat edge Duly sealed with 2 mm thick PVC beading, The modesty shall be 18 mm thick plain particle board () PPB Clad with 1.0 mm thick decorative laminate (DL) on both sides. Edge Sealed with 2 mm thick PVC beading Finesse ERU-3616 LHS size shall be 1050 Width x 450 Depth x 705 Height. The top of Finesse ERU-3616 LHS shall be 25 mm thick plain particle board (PPB) Clad with 0.6 mm thick post formed laminate and 1 mm thick Backing Laminate (BDL) Flat Edge duly sealed with 2 mm thick PVC beading. The Modesty shall be 18 mm thick plain particle board (PPB) Clad with 1.0 mm thick Decorative Laminate (DL) on both sides. Edge sealed with 2 mm thick PVC Beading Company CERTIFICATE-ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC BIFMA , Indoor Advantage Gold Certificate. Each 2 55492

2 Steel Rack of size 6*36*18.Steel MF System of size 6"x36"x18" with Six Shelves Prime quality CRC sheet conforming to IS 5130/10748/5986. The pitches of the slots at 19.05 mm, Panel/Shelves: 6 Bnd bending process of 905L x 4480 of load capacity 80 Kgs. UDL Max Per shelf. Shelf Material-0.8 mm Thick MS Sheet Conforming to Commercial Quality CR-1, Grade 340 of IS 513, Angle Posts Material and size-Rolled steel angle posts of 40 X 40 X 1.8 mm, MS Sheet Thickness of Shelves and Back (Minimum) in mm-0.8, Paint-Powder coated with Lead Free Paint Company CERTIFICATE-ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC BIFMA , Indoor Advantage Gold Certificate. Each 12 10616 Rs. Ten Thousand Six Hundred Sixteen 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 2 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 10 4004 Rs. Four Thousand Four Only

6 ALMIRAH Storage of Size- 1980mm ( H ) x 900mm ( W ) x 500mm ( D ) - Type of Almirah Steel- Almirah steel welded with shelving cabinet. Nmber of Door - 2. Number of shelves - 04. Powder Coating - with 50 micron thickness minimum. Bod- Body panels are made fom combination of 0.5 and 0.6mm CRAC. Hardware - Main shutter Lock- 3 way 90 degree removable key type cam lock & locking mechanisam. 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, Green Guard by U/L and BIS Certficate.. Each 4 33458.7 Rs. Thirty Three Thousand Four Hundred Fifty Eight And Seventy Paise Only

7 METAL SINGLE BED METAL BED with 78x36x4 mattress - Structure of Metal bed frame including legs and head Structure-MS Hollow Rectangular / Square Section.Size of Rectangular Hollow section - 50 mm X 25 mm. Size of Square Hollow Section - 38 mm X 38 mm Size of Circular Hollow Sections - N.A.Thickness of Hollow Section in Structure-1.2 mm. Support Panel for placement of mattresses- MS hollow box Square Section.Thickness of support Panel -1.0 mm. Over all length of Bed - 2000 mm. Height of Bed in mm - 650 mm. Paint /Finish of MS Parts-Powder Coating. Min Powder/paint coating thickness ( Micron) - 60 micron. Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate, Each 9 23751.2 Rs. Twenty Three Thousand Seven Hundred Fifty One And Twenty Paise Only

8 Dustbin 13 Litre Stainless Steel Grade-304, Capacity-13 Litre pedal operated Each 3 3554.1 Rs. Three Thousand Five Hundred Fifty Four And Ten Paise Only

9 RO Water Purifier 50 Litre RO water purifier inbuilt RO UV purification water coolers, Body Material stainless steel, cold water temperature-15 to 45 Degree C, Cooling capacity - 60 LPH, No of faucets-2, Refrigerant-R134a, Current-4.5 +-10%A, voltage-230 +-10% V AC, Frequency-50 Hz, 1 Phase, RO purification, 7 stages of filtration, fully automatic, faster cooling Low Power Consumption, High output Each 1 44579.7 Rs. Fourty Four Thousand Five Hundred Seventy Nine And Seventy Paise Only

Rs. Seven Lakh Fourty Six Thousand Three Hundred Fifty Only

Numbers of item 19 (Ninteen)

*** 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 ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA WITH ELECTRIFICATION Job No. GROUP- 03 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

1 Building Portion

2 Sanitary Portion

4 Deep Tubewell

5 Approach Road

6 Fire Fighting

7 Rain Water Harvesting System

8 Campus Development

9 Compound Wall 104.26 Mtr

11 Electrification Work

12 Furniture Work

Enclosure-B.O.Q's ORDER

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

Rs. One Crore Four Lakh Ninety Eight Thousand Eight Hundred Fourty Three 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 ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

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 0.199 360.7 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 0.199 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 507.4 287.3 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 0.999 3998.1 Rs. Three Thousand Nine Hundred Ninety Eight And Ten Paise Only

5 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for: foudations, footings, bases of columns etc. for mass concrete. Sq.m 0.799 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

6 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roots, landings, balconies and access platform. Sq.m 0.199 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

7 5.9.4 Centring and shuttering including strutting, propping etc. and removal of form for: Shelves (Cost in situ) Sq.m 0 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

8 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 0.800 404.7 Rs. Four Hundred Four And Seventy Paise Only

9 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 0.599 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

10 5.9.7 Centring and shuttering including strutting, propping etc. and removal of form for: Stairs,(excluding landings) except spiral-staircaces. Sq.m 0.000 439.9 Rs. Four Hundred Thirty Nine And Ninety Paise Only

11 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

12 5.22.1 Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 6.00 mm dia KG 363.02 96.7 Rs. Ninety Six And Seventy 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 4712.67 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 4364.17 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 1519.02 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 1339.78 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 56.21 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 0.000 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 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 0.000 5677.2 Rs. Five Thousand Six Hundred Seventy Seven And Twenty Paise Only

21 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 68.405 5841.7 Rs. Five Thousand Eight Hundred Fourty One And Seventy 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 0.400 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 0.200 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 0.999 1087.9 Rs. One Thousand Eighty Seven And Ninety Paise Only

26 9.21.1 Providing and fixing flush door shutters conforming to IS : 2202 (Part-I) non-decorative type.core of block board construction with frame of 1st class tiard wood and well mathched commercial 3 ply veneering wiih vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including anodized aluminum butt hinges with necessary screws. Sq.M 0.000 1775.3 Rs. One Thousand Seven Hundred Seventy Five And Thirty Paise Only

27 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding KG 292.75 144.5 Rs. One Hundred Fourty Four And Fifty Paise Only

28 9.96.2 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 : 250 x 16mm Each 15 210.1 Rs. Two Hundred Ten And Ten Paise Only

29 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 30 111.4 Rs. One Hundred Eleven And Fourty Paise Only

30 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 30 57.1 Rs. Fifty Seven And Ten Paise Only

31 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 13 60.8 Rs. Sixty And Eighty Paise Only

32 9.147D.2 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multichambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads 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 0.999 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). 0 Rs. Only

33 10.15.1.1 Providing and fixing pressed steel door confirming IS code 351 manufactured from commercial mild steel sheet of 1.25 mm thickness including higes, jamb, lock jamb , bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechinical means, adjustable lugs with split end tail to each jam including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge. Profile B, Fixing with adjustable lugs with split end tail to each jamb M 38.11 405.8 Rs. Four Hundred Five And Eighty Paise Only

34 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 7 165.4 Rs. One Hundred Sixty Five And Fourty Paise Only

35 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 495 114.6 Rs. One Hundred Fourteen And Sixty Paise Only

36 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 0.200 150 Rs. One Hundred Fifty Only

37 11.19.2 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : Medium shade using 50% white cement and 50% ordinary cement. Sq.M 0.000 985.4 Rs. Nine Hundred Eighty Five And Fourty Paise Only

38 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 225.105 1252.7 Rs. One Thousand Two Hundred Fifty Two And Seventy Paise Only

39 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 0.200 1334.9 Rs. One Thousand Three Hundred Thirty Four And Ninety Paise Only

40 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Sq.M 0.600 795 Rs. Seven Hundred Ninety Five Only

41 11.38 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 shades except 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 0.000 862.4 Rs. Eight Hundred Sixty Two And Fourty Paise Only

42 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 0.200 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

43 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 25.61 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

44 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 6 132 Rs. One Hundred Thirty Two Only

45 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 6 115.95 Rs. One Hundred Fifteen And Ninety Five Paise Only

46 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 51 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

47 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 3 47.9 Rs. Fourty Seven And Ninety Paise Only

48 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 0.599 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

49 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 0.399 203.6 Rs. Two Hundred Three And Sixty Paise Only

50 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 0.200 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

51 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 0.199 102.3 Rs. One Hundred Two And Thirty Paise Only

52 13.79.1+ 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade & New work (three or more coats) : Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer Sq.M 0.400 119.80000000000001 Rs. One Hundred Nineteen And Eighty Paise Only

53 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 0.800 105.4 Rs. One Hundred Five And Fourty Paise Only

54 13.81.1+ 13.93.1 Applying primer coat : With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood):Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work Sq.M 0.999 124.2 Rs. One Hundred Twenty Four And Twenty Paise Only

55 13.81.3+ 13.93.1 Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work Sq.M 0.000 119.1

56 22.8.1 Providing and laqying integral cement based water proofing treatment including prepration of surface as required of roofs,balconies ,terraces etc,consisting of following operations,a)Applying and grouting a slurry coat of neat cement using 2.75Kg/sqm of cement admixed with proprietary water proofing compound cleaning the surface before treatment, b) Laying cement concrete using broken bricks/ brick bats 25mm to 100mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 over 20m thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admised with proprietary water proofing compound conforming to IS 2545 to required slope and trating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. Sq.m 0.599 850.7 Rs. Eight Hundred Fifty And Seventy Paise Only

c) After two days of proper curing applying a secoung coat of cement slurry admixed with properietary water proofing compound conforming to IS : 2645 d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with towel with neat cement slurry and making of 300 x 300mm square. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge. with average thickness of 120 mm and minimum thickness at khurras poin to be 65 Rs. Only

57 26.86.2 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately). mtr 0.999 768.1 Rs. Seven Hundred Sixty Eight And Ten Paise Only

Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 45 x 85 mm Rs. Only

58 26.87.1 Providing and fixing factory made single extruded WPC {Wood Polymer Composite} solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives {maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N {Face) & 900N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In• Charge. {Note:stainless steel butt hinges and necessary S.S screws shall be paid separately) 30 mm thick Sqm 0.999 3866.5 Rs. Three Thousand Eight Hundred Sixty Six And Fifty Paise Only

59 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 0.400 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

60 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 0.199 Rs. Four Hundred Eighty One And Eighty Two Paise Only

61 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 0.199 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

62 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 0.799 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. Sixty Six Lakh Fourty Nine Thousand Six Hundred Fifty Eight Only

Numbers of item 62 (Sixty Two)

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 ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA, (SANITARY) 90 Cft Septic Tank 1 No. & 4'-0" dia Soak pit- 1 nos

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

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 20 162.7 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 20 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

10 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 6 141.6 Rs. One Hundred Fourty One And Sixty Paise Only

11 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 6 193.4 Rs. One Hundred Ninety Three And Fourty Paise Only

12 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 2 190.7 Rs. One Hundred Ninety And Seventy Paise Only

13 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 6 91.8 Rs. Ninety One And Eighty Paise Only

14 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 6 132 Rs. One Hundred Thirty Two Only

15 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 30 184.1 Rs. One Hundred Eighty Four And Ten Paise Only

16 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 30 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

17 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

18 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

19 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

20 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 4 4470.9 Rs. Four Thousand Four Hundred Seventy And Ninety Paise Only

21 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 2 2135.8 Rs. Two Thousand One Hundred Thirty Five And Eighty Paise Only

22 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 6 198.5 Rs. One Hundred Ninety Eight And Fifty Paise Only

23 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 8 217.1 Rs. Two Hundred Seventeen And Ten Paise Only

24 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 15 410.7 Rs. Four Hundred Ten And Seventy Paise Only

25 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 4 310.9 Rs. Three Hundred Ten And Ninety Paise Only

26 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

27 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 5 4266.8 Rs. Four Thousand Two Hundred Sixty Six And Eighty Paise Only

28 Br. Providing brick bats and filling the same in soak pit as per specificarion and direction of engineer in charge. Cu.M 3.03 1146.4 Rs. One Thousand One Hundred Fourty Six And Fourty Paise Only

29 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

30 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 3.97 Rs. Four Hundred Eighty One And Eighty Two Paise Only

31 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 3.01 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

Rs. One Lakh Seventy Six Thousand Nine Hundred Ninety Only

Numbers of item 31 (Thirty One)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA, (WATER SUPPLY)

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

1 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 4 1068.5 Rs. One Thousand Sixty Eight And Fifty Paise Only

2 17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Each 4 713.3

3 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Each 2 146.3 Rs. One Hundred Fourty Six And Thirty Paise Only

4 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. Each 1 204.7 Rs. Two Hundred Four And Seventy Paise Only

5 17.73.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour:600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms Each 4 424 Rs. Four Hundred Twenty Four Only

6 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 15 278.2 Rs. Two Hundred Seventy Eight And Twenty Paise Only

7 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 15 350.8 Rs. Three Hundred Fifty And Eighty Paise Only

8 18.9.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:25 mm nominal outer dia Pipes M 15 294.7 Rs. Two Hundred Ninety Four And Seventy Paise Only

9 18.9.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge:External work:32 mm nominal outer dia Pipes M 25 359.1 Rs. Three Hundred Fifty Nine And Ten Paise Only

10 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore Each 1 532.3 Rs. Five Hundred Thirty Two And Thirty Paise Only

11 18.17.2 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore Each 1 589.9 Rs. Five Hundred Eighty Nine And Ninety Paise Only

12 18.19.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore:Horizontal Each 1 677.6 Rs. Six Hundred Seventy Seven And Sixty Paise Only

13 18.22.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter Each 4 190.1 Rs. One Hundred Ninety And Ten Paise Only

14 18.46.2 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :20 mm nominal bore Each 1 185.6 Rs. One Hundred Eighty Five And Sixty Paise Only

15 18.46.3 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :25 mm nominal bore Each 5 265.9 Rs. Two Hundred Sixty Five And Ninety Paise Only

16 18.46.4 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :32 mm nominal bore Each 5 306 Rs. Three Hundred Six Only

17 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

18 18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: 15 mm nominal bore Each 10 715.1 Rs. Seven Hundred Fifteen And Ten Paise Only

19 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931:15 mm nominal bore Each 5 594.8 Rs. Five Hundred Ninety Four And Eighty Paise Only

20 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 5 217.1 Rs. Two Hundred Seventeen And Ten Paise Only

Rs. Fifty Eight Thousand Six Hundred Sixty Nine Only

Numbers of item 20 (Twenty)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA, P.V.C.pipe- DEEP TUBEWELL 300mmx150mmx106.68m

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

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 Rs. Three Hundred Eighty One And Seventy Paise Only

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

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 0.000 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 REPAIR OF INTERNAL ELECTRICAL WIRING & ELECTRIC INSTALLATION WORK IN ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

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 33 947 Rs. Nine Hundred Fourty Seven Only

2 Code No. 1.5 E. Deptt. Bihar S/R-23, P-21 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. 44 309

3 Code No. 1.7.2 E. Deptt. Bihar S/R-23 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. 122 246 Rs. Two Hundred Fourty Six Only

4 Code No. 1.7.12 E. Deptt. Bihar S/R-23 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. Submain (4 X 10 sq. mm + 1 X 6 sq. mm earth wire) Per Mtr. 12 925 Rs. Nine Hundred Twenty Five Only

5 1.7.14 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. Submain (4x25 mm2 + 1x16 mm2) Per Mtr. 5 2235 Rs. Two Thousand Two Hundred Thirty Five Only

6 Sl.No.1.25 E.Deptt. Bihar S/R-23 Supplying and fixing stepped type electronic fan regulatoron th existing modular plate switch box including connections but excluding modular plate etc. as required. Each 8 358 Rs. Three Hundred Fifty Eight Only

7 Sl.No.1.31 E.Deptt. Bihar S/R-23 Supplying and fixing suitable size G.I. Box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection etc. as required. Each 8 414 Rs. Four Hundred Fourteen Only

8 Sl.No.1.32 E.Deptt. Bihar S/R-23 Supplying and fixing suitable size G.I. 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, painting etc. as required. Each 4 531 Rs. Five Hundred Thirty One Only

9 Code No. 1.33 E. Deptt. Bihar S/R-23 Supplying and fixing 2 Pin, 6 amps ceilling rose on the existing Junction box / wooden block including connection etc. as required. Each 10 64 Rs. Sixty Four Only

10 Code No. 1.34 E. Deptt. Bihar S/R-23 Supplying and fixing batten/ angle holder including connection etc. as required. Each 14 80 Rs. Eighty Only

11 2.6.3 Providing and fixing following capacity double pole/ four pole OFF-load changeover switches with side handle operation, in sheet enclosure in existing metal board, including drilling holes in metal panel, making connections etc. as required. 32 A, four pole Each 1 3532 Rs. Three Thousand Five Hundred Thirty Two Only

12 Sl. No. 2.9.1 E.Deptt Bihar S/R-23 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required, (But without MCB/RCCB/lsolator) 4 way ( 4 + 12 ), Double door, horizontal type Each 1 4184 Rs. Four Thousand One Hundred Eighty Four Only

13 Sl. No. 2.12.1 E.Deptt Bihar S/R-23 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 A to 32'A, Single pole Each 10 237 Rs. Two Hundred Thirty Seven Only

14 2.16.1 Supplying and fixing following rating four pole, 415 voltas Isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps Each 1 967 Rs. Nine Hundred Sixty Seven Only

15 Sl. No. 2.20 E.Deptt Bihar S/R-23 Providing and fixing M.V. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick and vitreous enamelled white on both sides and with inscription in single red colour on front side as required. Each 1 214 Rs. Two Hundred Fourteen Only

16 3.13 Supplying and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15 mm dia G.l. pipe from earth electrode including connecion with copper thimble excavation and refilling etc. as required. Metre 8 367 Rs. Three Hundred Sixty Seven Only

17 Sl. No. 3.21 E.Deptt Bihar S/R-23 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc.as required. Set 1 16675 Rs. Sixteen Thousand Six Hundred Seventy Five Only

18 Sl. No. 5.1 E.Deptt Bihar S/R-123 Supplying and fixing powder coated strip/patty type fluorescent fittings of all type complete with all accessories etc. and lamp directly on wall/ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor single core and earthing the body etc. as required. 4' Long with Electrical ballast. Each 18 521 Rs. Five Hundred Twenty One Only

19 Sl. No.5.14.4 Deptt.Bihar S/R-23 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 4 5516 Rs. Five Thousand Five Hundred Sixteen Only

20 Sl. No. 6.1.4 E.Deptt Bihar S/R-23 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required 9/10 watt LED lamp Metre 14 161 Rs. One Hundred Sixty One Only

21 7.1.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Above Upto 35 sq. mm Metre 70 315 Rs. Three Hundred Fifteen Only

22 7.7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 25 sq. mm, 3.5 core Metre 100 346 Rs. Three Hundred Fourty Six Only

LIGHTENING CONDUCTOR Rs. Only

23 Sl. No. 3.21 E.Deptt Bihar S/R-23 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc.as required. Set 2 16675 Rs. Sixteen Thousand Six Hundred Seventy Five Only

24 Sl. No. 4.1 E.Deptt Bihar S/R-23 Providing and fixing of lightning conductor final made of 25 mm dia 300 mm long, copper tube, having single prong at top, with 85 mm dia 3 mm thick copper base plate including holes tec. Complete as required. Each 2 1056 Rs. One Thousand Fifty Six Only

25 Sl. No. 4.5 E.Deptt Bihar S/R-23 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) Metre 20 516 Rs. Five Hundred Sixteen Only

26 Sl. No. 4.6 E.Deptt Bihar S/R-23 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) Metre 10 559 Rs. Five Hundred Fifty Nine Only

Rs. Two Lakh Seventy Nine Thousand Seven Hundred Ninety Only

Numbers of item 26 (Twenty Six)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

1 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.999 287.3 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 22.77 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 111.52 283.3 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 31.04 444.8 Rs. Four Hundred Fourty Four And Eighty Paise Only

6 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

7 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 0.000 Rs. Four Hundred Eighty One And Eighty Two Paise Only

8 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 0.000 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

9 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 19.64 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. One Lakh Ninety Two Thousand One Hundred Sixty Two Only

Numbers of item 09 (Nine)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA

(Fire fighting) Provisonally Rate Approved by SE

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

I FIRE HYDRANT SYSTEM

1 Providing and fixing M.S. pipe as per IS:1239 ( Heavy Class) complete with all fittings like unions, couplings, bends, elbows, trees, offsets, reducers, flanges, etc. as per requirement at site including painting with two coats of synthetic enamel paint, cutting and making good the walls complete. Pipe up to 50 mm dia will be with threated joints with hold tight and 65 mm dia. And above will be with welded joint.The cost shall include the MS/GI structural supports as per approved drawing and specifications. (b) 100 mm dia M 24 2172 Rs. Two Thousand One Hundred Seventy Two Only

2 Providing and fixing M.S. pipe as per IS:1239 ( Heavy Class) complete with all fittings like unions, couplings, bends, elbows, trees, offsets, reducers, flanges, etc. as per requirement at site including painting with two coats of synthetic enamel paint, cutting and making good the walls complete. Pipe up to 50 mm dia will be with threated joints with hold tight and 65 mm dia. And above will be with welded joint.The cost shall include the MS/GI structural supports as per approved drawing and specifications. (a) 80 mm dia M 12 1566

3 Providing and fixing ISI marked SS-304 fire hydrant valve 80 mm inlet with single outlet and fitted with63 mm dia instantaneous female coupling on the outlet complete including companion flanges, pvc black cap and chain nuts, bolts and 3 mm thick compressed asbedstos gasket at locations as per drawing (inlet flange as per IS:5290-1969 Class C) Each 2 8585 Rs. Eight Thousand Five Hundred Eighty Five Only

4 Providing and fixing first aid fire hose reel drum wall mounting & swinging type fitted with 20 mm dia 36.5 m long high pressure hose as per IS: 5132 with 5 mm outlet 55 nozzle with shut off valve (IS:884-1969). Each 2 10605 Rs. Ten Thousand Six Hundred Five Only

5 Providing and fixing 63 mm dia 15 m long EPDM lined fabric hose including SS male and female instantaneous type coupling approved by fire authority, machine wound with copper wire complete in all respects. Hose shall conform to IS: 636 Type II and coupling to IS: 903-1975 with ISI certification. Each 3 8075 Rs. Eight Thousand Seventy Five Only

6 Providing and fixing standard shot size SS branch pipe with nozzle 16 mm dia. Outlet with standard instantaneous type 63 mm dia. Coupling ISI marked. Each 3 3535 Rs. Three Thousand Five Hundred Thirty Five Only

7 Providing and fixing 25 mm dia brass ball valve full bore type with lever and screwed female ends. (20kg/sq.cm) Each 2 1566 Rs. One Thousand Five Hundred Sixty Six Only

8 Providing and fixing fire hose cabinet fabricated from 16 gauge M.S. sheet with single glazed front door and pad locking arrangement, painted Fire Red with stove enaveled pain t and FIRE HOSE written on front including necessary supports (to house one length of canvas hosed with couplings, branch pipe and nozzle). Each 3 4545 Rs. Four Thousand Five Hundred Fourty Five Only

9 Providing and fixing cast iron butterfly valves on PN 1.6 rating complete with bolts, nuts, 3 mm thick compressed asbestos gasket,companion flanges and complete in all respects. (a) 100 mm dia with lever operated. Each 2 9292 Rs. Nine Thousand Two Hundred Ninety Two Only

10 Providing and fixing cast iron butterfly valves on PN 1.6 rating complete with bolts, nuts, 3 mm thick compressed asbestos gasket,companion flanges and complete in all respects. (a) 80 mm dia with lever operated. Each 2 7662 Rs. Seven Thousand Six Hundred Sixty Two Only

11 Providing and fixing C.I.double flanged horizontal dual plate water type non return valves PN 1.6 including washer, nuts, bolts, 3 mm thick compressed asbestos gasket with companion flanges, complete in all respect. (a) 100 mm dia Each 2 10897 Rs. Ten Thousand Eight Hundred Ninety Seven Only

12 Providing and fixing 25 mm dia gun metal single acting air release vale with screwed inlet tested for 20 kg./cm2 Each 1 1566 Rs. One Thousand Five Hundred Sixty Six Only

13 Providing and fixing 150 mm dia Three-way Fire brigade connection consisting of 63 mm dia instantaneously male coupling and a check vale protected b, cap scored with a chain glass bore etc. complete with 150 mm sluice valve and 150 mm non return valve (to be connected to riser). Each 1 9595 Rs. Nine Thousand Five Hundred Ninety Five Only

II HAND APPLIANCES (INTERNAL) Rs. Only

14 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 12 6565 Rs. Six Thousand Five Hundred Sixty Five Only

15 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

III FIRE PUMPS & ACCESSORIES Rs. Only

16 Providing and fixing horizontal split casing single/multi stage, single/multi outlet pumping set with bronze impeller with C.I. body and connected by a flexible coupling to a totally enclosed fan cooled induction motor mounted on a common structural base plates with all pump accessories complete as per specifications incluidng pressure gauges with gunmetal isolation valves and anti vibration pads, motor to be suitable for 415 volts, 3 phase, 50 cycles A.C. supply (Specifications as per fire fighting requirements and on the pattern of TAC or local authority approval) as per instruction with starter & cabling and starter to be placed at ground level:- Type : Mono block, Speed(rpm) : 2900, Capacity : 450 lpm & Head:20 Mtr. Each 1 121200 Rs. One Lakh Twenty One Thousand Two Hundred Only

17 Supply, laying & connecting with terrace upmp to starter at ground level with 3.5 core x 16 sq.mm armoured aluminium cable 1.1 kv grade M 90 285 Rs. Two Hundred Eighty Five Only

IV FIRE ALARM SYSTEM Rs. Only

18 Suppy, installation, testing and commissioning of fire alarm control panel with LCD display having battery charger & battries of 2 zone capacity Each 1 17544 Rs. Seventeen Thousand Five Hundred Fourty Four Only

19 SITC of manual call point. Each 6 1061 Rs. One Thousand Sixty One Only

20 SITC of hooter with flasher Each 6 1263 Rs. One Thousand Two Hundred Sixty Three Only

21 Supply and laying of 1.5 sq.mm double core copper wire with 15mm dia conduit pipe. Mtr 425 232 Rs. Two Hundred Thirty Two Only

Rs. Five Lakh Ninety Nine Thousand Two Hundred Thirty Four Only

Numbers of item 21 (Twenty One)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

Rain Water Harvesting System

ESTIMATED AMOUNT : Rs.

S. No. Code No. DESCRIPTION UNIT QUANTITY RATE (IN FIG.) RATE (IN WORDS) AMOUNT Rs.

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 3.7 360.7 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 1.63 287.3

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 0.4 3998.1 Rs. Three Thousand Nine Hundred Ninety Eight And Ten Paise Only

4 6.1.12C + 6.3C 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): Extra for Brick work in superstructure above plinth level upto floor V Cu.M 2.63 5958.5 Rs. Five Thousand Nine Hundred Fifty Eight And Fifty Paise Only

5 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding KG 104.58 144.5 Rs. One Hundred Fourty Four And Fifty Paise 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 3.62 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

7 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

8 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 6 132 Rs. One Hundred Thirty Two Only

9 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 14 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

10 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 30 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

11 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 13.41 203.6 Rs. Two Hundred Three And Sixty Paise Only

12 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 3.24 118.1 Rs. One Hundred Eighteen And Ten Paise Only

13 24.1.1.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level:All types of soil:300 mm dia M 10 486.8 Rs. Four Hundred Eighty Six And Eighty Paise Only

14 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 5 660.1 Rs. Six Hundred Sixty And Ten Paise Only

15 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 10 673.5 Rs. Six Hundred Seventy Three And Fifty Paise Only

16 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 0.31 1188.9 Rs. One Thousand One Hundred Eighty Eight And Ninety Paise Only

17 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 0.98 1195.6 Rs. One Thousand One Hundred Ninety Five And Sixty Paise Only

18 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

19 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

20 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 0.999 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

21 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 0.84 Rs. Four Hundred Eighty One And Eighty Two Paise Only

22 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 0.36 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

23 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. Sixty Seven Thousand Four Hundred Eighty Eight Only

Numbers of item 23 (Twenty Three)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

Campus Development

ESTIMATED AMOUNT : Rs.

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

1 2.25(a) Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. cum 116.14 411.7 Rs. Four Hundred Eleven And Seventy Paise Only

Rs. Fourty Seven Thousand Eight Hundred Fifteen Only

Numbers of item 01 (One)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

Compound Wall- 104.26 Mtr

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 0.000 360.7 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 0.000 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 6.8 287.3 Rs. Two Hundred Eighty Seven And Thirty Paise Only

4 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for: foudations, footings, bases of columns etc. for mass concrete. Sq.m 22.19 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

5 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 67.8 404.7 Rs. Four Hundred Four And Seventy Paise Only

6 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 97.81 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

7 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 834.29 94.5 Rs. Ninety Four And Fifty Paise Only

8 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 823.97 92.6 Rs. Ninety Two And Sixty Paise Only

9 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 601.71 90.8 Rs. Ninety And Eighty Paise Only

10 5.33A.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 Cu.m 14.63 4756.9 Rs. Four Thousand Seven Hundred Fifty Six And Ninety Paise Only

11 5.33A.2.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Walls columns, pillars, posts cind struts Cu.m 5.03 5293.5 Rs. Five Thousand Two Hundred Ninety Three And Fifty Paise Only

12 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 2.23 5677.2 Rs. Five Thousand Six Hundred Seventy Seven And Twenty Paise Only

13 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 24.92 5765.2 Rs. Five Thousand Seven Hundred Sixty Five And Twenty Paise Only

14 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 58.48 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

15 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 0.999 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

16 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 0.999 137 Rs. One Hundred Thirty Seven Only

17 9.48.2 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings/ wooden frames with rawl plugs screws etc KG 825.6 161.1 Rs. One Hundred Sixty One And Ten Paise Only

18 13.81.3+ 13.93.1 Applying primer coat : With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work Sq.M 116.1 119.1 Rs. One Hundred Nineteen And Ten Paise Only

19 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 0.999 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

20 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 0.000 Rs. Four Hundred Eighty One And Eighty Two Paise Only

21 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 0.000 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

22 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 7.7 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Total of 100 Mtr

Total of 104.26 Mtr

Rs. Nine Lakh Four Thousand Five Hundred Eighty Only

Numbers of item 22 (Twenty Two)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA,

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 8.84 360.7 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 8.84 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.68 287.3 Rs. Two Hundred Eighty Seven And Thirty Paise Only

4 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for: foudations, footings, bases of columns etc. for mass concrete. Sq.m 1.95 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

5 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

6 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 15.4 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

7 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 0.999 94.5 Rs. Ninety Four And Fifty Paise Only

8 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 213.24 90.8 Rs. Ninety And Eighty Paise Only

9 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 94.42 91.7 Rs. Ninety One And Seventy Paise Only

10 5.33A.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 Cu.m 1.43 4756.9 Rs. Four Thousand Seven Hundred Fifty Six And Ninety Paise Only

11 5.33A.2.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete :All work upto plinth level:All works above plinth level upto floor V level : Walls columns, pillars, posts cind struts Cu.m 0.76 5293.5 Rs. Five Thousand Two Hundred Ninety Three And Fifty Paise Only

12 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 434 114.6 Rs. One Hundred Fourteen And Sixty Paise Only

13 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 0.000 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

14 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 0.999 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

15 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 0.999 137 Rs. One Hundred Thirty Seven Only

16 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work Sq.M 11.52 84.5 Rs. Eighty Four And Fifty Paise Only

17 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 0.15 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

18 Do--do-- (b) Coarse sand ( Lead 16 Km pucca from Nardiganj to work site) Cu.M 1.05 Rs. Four Hundred Eighty One And Eighty Two Paise Only

19 Do-do- (b) Stone chips (Lead 53 Km Pucca from Manpur to work site ) Cu.M 1.86 Rs. One Thousand One Hundred Fourty Four And Eighty Six Paise Only

20 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 0.75 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. One Lakh Seventeen Thousand Fourty Eight Only

Numbers of item 20 (Twenty)

BILL OF QUANTITY FOR THE CONSTRUCTION OF ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA 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 OfficeTable of size 1500 X 750 X 740+ERU of size 1050 X 450 X 705+Pedestal of size 646H x 390W x 440D size shall be 1500 Width mm x 750 Depth mm x 740 Height mm. Table top shall be 25 mm thick plain particle board (PPB) Clad with 0.6 mm thick post formed laminate and 1 mm thick backing laminate (bdl) Flat edge Duly sealed with 2 mm thick PVC beading, The modesty shall be 18 mm thick plain particle board () PPB Clad with 1.0 mm thick decorative laminate (DL) on both sides. Edge Sealed with 2 mm thick PVC beading Finesse ERU-3616 LHS size shall be 1050 Width x 450 Depth x 705 Height. The top of Finesse ERU-3616 LHS shall be 25 mm thick plain particle board (PPB) Clad with 0.6 mm thick post formed laminate and 1 mm thick Backing Laminate (BDL) Flat Edge duly sealed with 2 mm thick PVC beading. The Modesty shall be 18 mm thick plain particle board (PPB) Clad with 1.0 mm thick Decorative Laminate (DL) on both sides. Edge sealed with 2 mm thick PVC Beading Company CERTIFICATE-ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC BIFMA , Indoor Advantage Gold Certificate. Each 2 55492

2 Steel Rack of size 6*36*18.Steel MF System of size 6"x36"x18" with Six Shelves Prime quality CRC sheet conforming to IS 5130/10748/5986. The pitches of the slots at 19.05 mm, Panel/Shelves: 6 Bnd bending process of 905L x 4480 of load capacity 80 Kgs. UDL Max Per shelf. Shelf Material-0.8 mm Thick MS Sheet Conforming to Commercial Quality CR-1, Grade 340 of IS 513, Angle Posts Material and size-Rolled steel angle posts of 40 X 40 X 1.8 mm, MS Sheet Thickness of Shelves and Back (Minimum) in mm-0.8, Paint-Powder coated with Lead Free Paint Company CERTIFICATE-ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC BIFMA , Indoor Advantage Gold Certificate. Each 12 10616 Rs. Ten Thousand Six Hundred Sixteen 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 2 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 10 4004 Rs. Four Thousand Four Only

6 ALMIRAH Storage of Size- 1980mm ( H ) x 900mm ( W ) x 500mm ( D ) - Type of Almirah Steel- Almirah steel welded with shelving cabinet. Nmber of Door - 2. Number of shelves - 04. Powder Coating - with 50 micron thickness minimum. Bod- Body panels are made fom combination of 0.5 and 0.6mm CRAC. Hardware - Main shutter Lock- 3 way 90 degree removable key type cam lock & locking mechanisam. 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, Green Guard by U/L and BIS Certficate.. Each 4 33458.7 Rs. Thirty Three Thousand Four Hundred Fifty Eight And Seventy Paise Only

7 METAL SINGLE BED METAL BED with 78x36x4 mattress - Structure of Metal bed frame including legs and head Structure-MS Hollow Rectangular / Square Section.Size of Rectangular Hollow section - 50 mm X 25 mm. Size of Square Hollow Section - 38 mm X 38 mm Size of Circular Hollow Sections - N.A.Thickness of Hollow Section in Structure-1.2 mm. Support Panel for placement of mattresses- MS hollow box Square Section.Thickness of support Panel -1.0 mm. Over all length of Bed - 2000 mm. Height of Bed in mm - 650 mm. Paint /Finish of MS Parts-Powder Coating. Min Powder/paint coating thickness ( Micron) - 60 micron. Company CERTIFICATE- ISO 9001:2015, AIOTA, BIFMA MEMBERSHIP, ISO 14001:2015, 50001:2018, GRIHA, IGBC Platinum, BIFMA Level Certificate, Indoor Advantage Gold Certificate, Each 9 23751.2 Rs. Twenty Three Thousand Seven Hundred Fifty One And Twenty Paise Only

8 Dustbin 13 Litre Stainless Steel Grade-304, Capacity-13 Litre pedal operated Each 3 3554.1 Rs. Three Thousand Five Hundred Fifty Four And Ten Paise Only

9 RO Water Purifier 50 Litre RO water purifier inbuilt RO UV purification water coolers, Body Material stainless steel, cold water temperature-15 to 45 Degree C, Cooling capacity - 60 LPH, No of faucets-2, Refrigerant-R134a, Current-4.5 +-10%A, voltage-230 +-10% V AC, Frequency-50 Hz, 1 Phase, RO purification, 7 stages of filtration, fully automatic, faster cooling Low Power Consumption, High output Each 1 44579.7 Rs. Fourty Four Thousand Five Hundred Seventy Nine And Seventy Paise Only

Rs. Seven Lakh Fourty Six Thousand Three Hundred Fifty Only

Numbers of item 19 (Ninteen)

*** 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 ARMOURY AND MAGZINE BUILDING (G+1 STRUCTURE) AT POLICE LINE NAWADA IN THE DISTRICT OF NAWADA WITH ELECTRIFICATION Job No. GROUP- 03 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

1 Building Portion

2 Sanitary Portion

4 Deep Tubewell

5 Approach Road

6 Fire Fighting

7 Rain Water Harvesting System

8 Campus Development

9 Compound Wall 104.26 Mtr

11 Electrification Work

12 Furniture Work

Enclosure-B.O.Q's ORDER

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

Rs. One Crore Four Lakh Ninety Eight Thousand Eight Hundred Fourty Three Only

detailed as above for Scheduled items, is herewith approved.

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