CONSTRUCTION OF FIRE STATION BUILDING (G+3) OF 02 UNIT FIRE STATION AT BARH IN THE DISTRICT OF PATNA WITH ELECTRIFICATION

Name of the Work: CONSTRUCTION OF FIRE STATION BUILDING (G+3) OF 02 UNIT FIRE STATION AT BARH IN THE DISTRICT OF PATNA WITH ELECTRIFICATION

NIT: e NIT 07/SBD/2026-27

Date of Download BOQ 2026-07-02T00:00:00Z

Last date of Download BOQ 2026-07-24T00:00:00Z

Last Date of Upload Tender: 2026-07-27T00:00:00Z

Duration of work ( Months ) 12

Amount of Boq: 22597929

Name of Contractor

Mobile No. & e mail Id.

1 Bid Security amount in Rs.

a Instrument Type

Date of Issue/Pledge to Nigam

b Instrument Type

Date of Issue/Pledge to Nigam

c Instrument Type

Date of Issue/Pledge to Nigam

d Instrument Type

Date of Issue/Pledge to Nigam

e Instrument Type

Date of Issue/Pledge to Nigam

Required bid security Amount in Rs.

2 a Legal Status of Bidder

2 b Place of Registration

2 c Principal Place of Business

2 d Power of Attorney for Signatory Bid.

3 As Per Financial Statement duly certified by a Chartered Accountant about Annual Turnover of Work Contract Payment. Mandatory i.e. 4.5 clause (A) (a) Page no.-10)

4 Annual Profit as per duly audited Financial Statement. ( Mandatory i.e. 4.5 clause (A) (a) Page no.-10)

5 Amount in Rupees related to Work Experience of Similar nature work. (Mandatory i.e. 4.5 clause (A) (b) Page no.-10)

5 a Satisfactory completed at least one similar work of value not less than 50% of estimated cost. 0

5 b Total Requirement Value (50% of BOQ)

6 Executed in any one year , the minimum quantities/ amount of the following items of work

Items Minimum Qnty Actual Qnty done

Qnty Unit Qnty Unit

6 a Earth Work + Sand filling work 286.32 cum cum

6 b Brick Work 58.07 cum cum

6 c RCC + PCC 185.26 cum cum

6 d Stone And Tile Flooring 324.5 sqm sqm

6 e Aluminum Work - sqm sqm

6 f Intergral/ waterproofing work with A.P.P Sheet - sqm sqm

6 g Water Supply & Sanitation work 5.69 Rs. In Lac. Rs. In Lac.

6 h Electrical work 5.67 Rs. In Lac. Rs. In Lac.

6 i Steel Truss - m.t m.t

Mandatory i.e. 4.7 clause Page no.-12)

7 BID CAPACITY (as certified by the contractor)

7 a Amount of Existing commitments and ongoing works in Rs with duly affidavit & issued by proper authority.(Not less than Executive Engineer)

Details of Existing Commitments during next Two Years to be completed (balance amount)

i Name of Commitments (Project)

ii Name of Commitments (Project)

iii Name of Commitments (Project)

iv Name of Commitments (Project) 0

v Name of Commitments (Project)

7 b Amount of Work for which Bid already submitted in Rupees

ii Name of Work

iii Name of Work

iv Name of Work

8 Type of Equipment in possession Building Contract Package Size **

Rs. 2- 5 Crores Rs. 5- 20 Crores Rs.20-50 Crores Above 50 Crores

8 a Concrete Mixer with Integral weigh Batching facility 1 2 - -

8 b Concrete Batching & Mixing plant Minimum capacity 15m3/hr . - - 1 2

8 c Pump for concreting (Optional) - - 1 2

8 d Transit Mixture - - 1 2

8 e Vibrator (Plate & Niddle) 2 4 5 6

8 f Water Tanker 1 1 2 3

8 g Steel shuttering 2000sft 3000sft 10000sft more than 10000sft

9 List of Key Personnel to be deployed on Contract Work

9 Personnel*- Qualification Rs. 2-10 Crores Rs. 10-30 Crores Rs. 31-50 Crores More than 50 Crores

9 a Project Manager/ B.E. Civil + 10 Years Exp. (5 years as Manager) or retired E.E. 1 No. 1 No. 1 No.

9 b Site Engineer/ B.E. Civil + 07 Years Exp. (3 years in Building Construction) or retired A.E. 1 No. 2 Nos. 2 Nos. 4 Nos.

9 c Plant Engineer/B.E. Mech./ Civil + 05 Years Exp. or Dip. Mech + 07 Years Exp. or Retired J.E. 1 No. 1 No. 1 No. 2 Nos.

9 d Quality Engineer /B.E. Civil + 05 Years Exp. or Dip. Civil + 07 Years Exp. 1 No 1 No. 2 Nos.

9 e Soil & Material Engineer/ B.E. Civil + 07 Years Exp. 1 no. 1 No. 2 Nos.

9 f Survey Engineer/B.E. Civil + 03 Years Exp. or Dip. Civil + 05 Years Exp. 1 No. 2 Nos.

9 g upervisor JE /Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. 1 Nos. 3 Nos. 3 Nos. 4 Nos.

Total 3 5 10 17

10 Evidence of access to or availability of credit facilities (10% of estimated cost ) , certified by bankers (Mandatory i.e-4.2 Clause (I) of 1TB Page No.-31)

Certified Credit Limit in Rs

ii Name of bank

Certified Credit Limit in Rs

iii Name of bank

Certified Credit Limit in Rs

iv Name of bank

Certified Credit Limit in Rs

Certified Credit Limit in Rs

11 The proposed methodology and programme of construction, backed with equipment planning and deployment

12 Litigation History

13 Regarding statements made in the required attachments are true and correct. Mandatory

14 Able to invest a minimum of cost up to 25% of contract value of work. During implementation of contract.(Mandatory i.e-4.2 Clause (I) of 1TB Page No.-33)

15 Time of Completion in months

16 Registration No

19 Character Certificate (with Letter No. Letter Date, Issuing Office)

20 Electrical License Validity upto (in case of sub-contractors affedevit of both the parties)

21 NOC for Debar (if required)

Junior Engineer Asstt. Engineer Executive Engineer Superintending Engineer, Work Circle-2

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

Fire Station Building

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 0.599 360.7 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 0.399 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.400 287.3 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 46.66 3998.1 Rs. Three Thousand Nine Hundred Ninety Eight And Ten Paise Only

5 4.1.5 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cu.M 0.000 3434 Rs. Three Thousand Four Hundred Thirty Four Only

6 4.12 Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufacturers. Per 50 kg. cement 25 57.16 Rs. Fifty Seven And Sixteen Paise Only

7 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. Sq.m 0.799 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

8 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roots, landings, balcnies and access platform. Sq.m 543.54 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

9 5.9.4 Centring and shuttering including strutting, propping etc. and removal of form for: Shelves (Cost in situ) Sq.m 2.33 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

10 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 586.38 404.7 Rs. Four Hundred Four And Seventy Paise Only

11 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 404.39 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

12 5.9.7 Centring and shuttering including strutting, propping etc. and removal of form for: Stairs,(excluding landings) except spiral-staircaces. Sq.m 49.44 439.9 Rs. Four Hundred Thirty Nine And Ninety Paise Only

13 5.9.19 Centring and shuttering including strutting, propping etc. and removal of form for: Weather shade,Chajjas, corbels etc. including edges Sq.m 27.89 550.9 Rs. Five Hundred Fifty And Ninety Paise Only

14 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 6695.25 94.5 Rs. Ninety Four And Fifty Paise Only

15 5.22.7B Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 10mm dia. KG 0.000 92.6 Rs. Ninety Two And Sixty Paise Only

16 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 10134.94 90.8 Rs. Ninety And Eighty Paise Only

17 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 3687.69 91.7 Rs. Ninety One And Seventy Paise Only

18 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 8690.65 91.7 Rs. Ninety One And Seventy Paise Only

19 5.22.7F Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 25 mm dia. KG 2197.15 91.7 Rs. Ninety One And Seventy Paise Only

20 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 146.93 4921.4 Rs. Four Thousand Nine Hundred Twenty One And Fourty Paise Only

21 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

22 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 96.8 5841.7 Rs. Five Thousand Eight Hundred Fourty One And Seventy Paise Only

23 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 4.55 5677.2 Rs. Five Thousand Six Hundred Seventy Seven And Twenty Paise Only

24 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 35.31 4923 Rs. Four Thousand Nine Hundred Twenty Three Only

25 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 0.999 5765.2 Rs. Five Thousand Seven Hundred Sixty Five And Twenty Paise Only

26 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 345.89 723 Rs. Seven Hundred Twenty Three Only

27 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 75.59 1087.9 Rs. One Thousand Eighty Seven And Ninety Paise Only

28 8.2.2.1 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: Granite of any colour and shade:Area of slab up to 0.50 sqm. Sq.M 3.72 4242.9 Rs. Four Thousand Two Hundred Fourty Two And Ninety Paise Only

29 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board CONSTRUCTION with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including stainless steel butt hinges with necessary screws. Sq.m 45.21 2845.6 Rs. Two Thousand Eight Hundred Fourty Five And Sixty Paise Only

30 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 234.5 144.5 Rs. One Hundred Fourty Four And Fifty Paise Only

31 9.96.1 Providing and fixing alluminium sliding door bolt anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to rquired colour and shade with nuts and screws etc. complete : 300 x 16mm Each 24 235.5 Rs. Two Hundred Thirty Five And Fifty Paise Only

32 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 24 111.4 Rs. One Hundred Eleven And Fourty Paise Only

33 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 48 57.1 Rs. Fifty Seven And Ten Paise Only

34 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 24 60.8 Rs. Sixty And Eighty Paise Only

35 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 0.199 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).

36 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. Sq.M 3.83 6303.4 Rs. Six Thousand Three Hundred Three And Fourty Paise Only

37 10.14.1 Providing and fixing T-iron frames for doors. windows and ventilators of mils steel Tee-sections, joints miltred and welded with 15 x 3 mm lugs 10 cm long embedded in cement concerete blocks 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including. KG 432.57 110.4

38 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. Each 54 174.6 Rs. One Hundred Seventy Four And Sixty Paise Only

39 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 1120 114.6 Rs. One Hundred Fourteen And Sixty Paise Only

40 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 240 150 Rs. One Hundred Fifty Only

41 11.3.1 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete: 40 mm thick with 20 mm nominal size stone aggregate Sq.M 0.999 289.1 Rs. Two Hundred Eighty Nine And Ten Paise Only

42 11.20.1 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) : Light shade using white cement. Sq.M 0.600 1053.6 Rs. One Thousand Fifty Three And Sixty Paise Only

43 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 78.13 1252.7

44 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 10.44 1334.9 Rs. One Thousand Three Hundred Thirty Four And Ninety Paise Only

45 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 170.12 795 Rs. Seven Hundred Ninety Five Only

46 11.37 Providing and laying Ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. Sq.M 0.999 686.8 Rs. Six Hundred Eighty Six And Eighty Paise Only

47 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete : Size of Tile 600 x 600 mm. Sq.M 214.26 1191.8 Rs. One Thousand One Hundred Ninety One And Eighty Paise Only

48 11.47.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps,laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately):Size of Tile 600 x 600 mm. Sq.M 27.96 1333.3 Rs. One Thousand Three Hundred Thirty Three And Thirty Paise Only

49 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 0.999 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

50 12.78.2 Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 110mm diameter M 0.000 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

51 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 9 132 Rs. One Hundred Thirty Two Only

52 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 10 115.95 Rs. One Hundred Fifteen And Ninety Five Paise Only

53 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 118 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

54 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 10 47.9 Rs. Fourty Seven And Ninety Paise Only

55 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 603.6 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

56 13.13.1+ 13.36.5 Cement plaster in coarse sand : 20mm cement plaster of mix : 1:3(1cement : 3 coarse sand) :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:3 (1 cement : 3 sand) Sq.M 583.53 240.4 Rs. Two Hundred Fourty And Fourty Paise Only

57 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 0.000 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

58 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 583.53 137 Rs. One Hundred Thirty Seven Only

59 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 904.51 102.3

60 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 1488.05 105.4 Rs. One Hundred Five And Fourty Paise Only

61 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 202.97 118.1 Rs. One Hundred Eighteen And Ten Paise Only

62 20.1.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 400 mm dia piles : M 1210 1966.9 Rs. One Thousand Nine Hundred Sixty Six And Ninety Paise Only

63 26.86.1 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 55.32 567.5 Rs. Five Hundred Sixty Seven And Fifty 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 70 mm

64 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 17.89 3866.5 Rs. Three Thousand Eight Hundred Sixty Six And Fifty Paise Only

65 Extra cost of brick 100A (a) Barh Per %o 21.585 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

66 Extra cost of slag cement Barh Per bag 16313 11.73 Rs. Eleven And Seventy Three Paise Only

67 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 0.600 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

68 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 859.85 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

69 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 0.200 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

70 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 342.09 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. One Crore Seventy Six Lakh Four Thousand Eight Hundred Ninety Nine Only

Numbers of item 70 (Seventy)

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 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA (SANITARY) 300 Cft Septic Tank 1 No. & 5'-0" dia Soak pit- 2 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 50.77 360.7 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 3.74 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 0.000 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 122 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 13.23 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 3.24 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 17.28 283.3 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 90 162.7 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 95 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

10 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 10 193.4 Rs. One Hundred Ninety Three And Fourty Paise Only

11 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 10 190.7 Rs. One Hundred Ninety And Seventy Paise Only

12 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 10 91.8 Rs. Ninety One And Eighty Paise Only

13 12.79.5.2+ 12.81 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia Plain bend Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams. Each 10 179.9 Rs. One Hundred Seventy Nine And Ninety Paise Only

14 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 70 184.1 Rs. One Hundred Eighty Four And Ten Paise Only

15 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 75 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

16 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 0.000 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

17 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 42.94 203.6 Rs. Two Hundred Three And Sixty Paise Only

18 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 15.45 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

19 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 7 4470.9 Rs. Four Thousand Four Hundred Seventy And Ninety Paise Only

20 17.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS :7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid Each 7 4230 Rs. Four Thousand Two Hundred Thirty Only

21 17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern Each 7 3723.2 Rs. Three Thousand Seven Hundred Twenty Three And Twenty Paise Only

22 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Each 5 2764.4 Rs. Two Thousand Seven Hundred Sixty Four And Fourty Paise Only

23 17.9.1 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete,including painting the fittings and brackets, cutting and making good the walls wherever required : White glazed fire clay kitchen sink of size 600x450x250 mm Each 1 2778 Rs. Two Thousand Seven Hundred Seventy Eight Only

24 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 15 198.5 Rs. One Hundred Ninety Eight And Fifty 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 10 310.9 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 2 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 10 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 11.68 1197.51 Rs. One Thousand One Hundred Ninety Seven And Fifty One Paise Only

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

30 Extra cost of slag cement Barh Per bag 66 11.73 Rs. Eleven And Seventy Three Paise Only

31 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 12.2 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

32 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 6.84 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

33 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 4.88 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

Rs. Four Lakh Twenty Nine Thousand One Hundred Seventy Five Only

Numbers of item 33 (Thrity Three)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA (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 5 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 5 713.3

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 5 146.3 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 5 204.7 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 5 424 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 65 278.2 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 45 350.8 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 50 294.7

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 40 359.1 Rs. Three Hundred Fifty Nine And Ten Paise Only

10 18.9.5 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:40 mm nominal outer dia Pipes M 20 477.6 Rs. Four Hundred Seventy Seven And Sixty Paise Only

11 18.10.4 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:32 mm dia nominal bore M 15 457.8 Rs. Four Hundred Fifty Seven And Eighty Paise Only

12 18.15.1 Providing and fixing brass bib cock of approved quality :15 mm nominal bore Each 15 303.8 Rs. Three Hundred Three And Eighty Paise Only

13 18.16.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore Each 5 303.8 Rs. Three Hundred Three And Eighty Paise Only

14 18.16.2 Providing and fixing brass stop cock of approved quality :20 mm nominal bore Each 5 328 Rs. Three Hundred Twenty Eight Only

15 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore Each 6 532.3 Rs. Five Hundred Thirty Two And Thirty Paise Only

16 18.19.2.2 Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore:Vertical Each 2 777.9 Rs. Seven Hundred Seventy Seven And Ninety Paise Only

17 18.22.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter Each 7 190.1 Rs. One Hundred Ninety And Ten Paise Only

18 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 6000 9.7 Rs. Nine And Seventy Paise Only

Rs. One Lakh Sixty Four Thousand One Hundred Sixty Seven Only

Numbers of item 18 (Eighteen)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA 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

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

3 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges,fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge:150 mm nominal size dia M 86.68 660.1 Rs. Six Hundred Sixty And Ten Paise Only

4 24.4.2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818,including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge:150 mm nominal size dia M 20 673.5 Rs. Six Hundred Seventy Three And Fifty Paise Only

5 24.8 Gravel packing in tubewell CONSTRUCTION in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. Cum 5.652 1343.2 Rs. One Thousand Three Hundred Fourty Three And Twenty Paise Only

6 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Hour 12 916.8 Rs. Nine Hundred Sixteen And Eighty Paise Only

7 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for borewell of:150 mm dia Each 1 210.7 Rs. Two Hundred Ten And Seventy Paise Only

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

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

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

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

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

Numbers of item 11 (Eleven)

BILL OF QUANTITY FOR INTERNAL ELECTRICAL WIRING & ELECTRIC INSTALLATION WORK IN 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

Electrification Work

ESTIMATED AMOUNT : Rs.

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

1 Code No. 1.3.2 E. Deptt. Bihar S/R-2023 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.l. box etc as required. Group B Per Point 120 947

2 Code No. 1.5 E. Deptt. Bihar S/R-2023 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. 280 309 Rs. Three Hundred Nine Only

3 Code No. 1.7.2 E. Deptt. Bihar S/R-2023 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. 650 246 Rs. Two Hundred Fourty Six Only

4 Code No. 1.7.11 E. Deptt. Bihar S/R-2023 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 6 sq, mm + 1 X 6 sq. mm earth wire Meter 120 660 Rs. Six Hundred Sixty Only

5 Code No. 1.7.13 E. Deptt. Bihar S/R-2023 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 16 sq. mm + 1 X 6 sq. mm earth wire Meter 10 1312 Rs. One Thousand Three Hundred Twelve Only

6 Sl.No.1.25 E.Deptt. Bihar S/R-2023 Supplying and fixing stepped type electronic fan regulatoron th existing modular plate switch box including connections but excluding modular plate etc. as required. Each 32 358 Rs. Three Hundred Fifty Eight Only

7 Sl.No. 1.31 E.Deptt. Bihar S/R-2023 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. Each 52 414 Rs. Four Hundred Fourteen Only

8 Sl.No. 1.32 E.Deptt. Bihar S/R-2023 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as req uired. Each 22 531 Rs. Five Hundred Thirty One Only

9 Code No. 1.33 E. Deptt. Bihar S/R-2023 Supplying and fixing 2 Pin, 6 amps ceilling rose on the existing Junction box / wooden block including connection etc. as required. Each 71 64 Rs. Sixty Four Only

10 Code No. 1.34 E. Deptt. Bihar S/R-2023 Supplying and fixing batten/ angle holder including connection etc. as required. Each 48 80 Rs. Eighty Only

11 Sl. No. 2.4.1 E.Deptt Bihar S/R-2023 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' lOO A, 30 KA, FPMCCB Each 2 8172 Rs. Eight Thousand One Hundred Seventy Two Only

12 Sl. No. 2.4.6 E.Deptt Bihar S/R-2023 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 250 A, 50 KA, FPMCCB Each 1 19613 Rs. Nineteen Thousand Six Hundred Tthirteen Only

13 Sl. No. 2.5.1 E.Deptt Bihar S/R-2023 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 63A Each 1 3881 Rs. Three Thousand Eight Hundred Eighty One Only

14 Sl. No. 2.5.3 E.Deptt Bihar S/R-2023 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 200 A Each 1 10550 Rs. Ten Thousand Five Hundred Fifty Only

15 Sl. No. 2.7.6 E.Deptt Bihar S/R-2023 Providing and fixing following capacity four pole ON-load panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 200 A Each 1 18271 Rs. Eighteen Thousand Two Hundred Seventy One Only

16 Sl. No. 2.9.1 E.Deptt Bihar S/R-2023 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 4 4184 Rs. Four Thousand One Hundred Eighty Four Only

17 Sl. No. 2.12.1 E.Deptt Bihar S/R-2023 Supplying and fixing following rating 240/415 volts "C" curve mainiature Circuit Breaker suitable for inductive load of Following poles in the existing MCB, DB, complete with connections testing and commissioning etc. as required. 6/32 amps, Single Pole Each 48 237

18 Sl. No. 2.16.1 E.Deptt Bihar S/R-2023 Supplying and fixing following rating, four pole 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Amps Each 2 967 Rs. Nine Hundred Sixty Seven Only

19 Sl. No. 2.20 E.Deptt Bihar S/R-2023 Providing and fixing M.V. danger notice plate of 2O0 mm X 150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides, and with inscription in singlered colour on front side as required. Each 1 214 Rs. Two Hundred Fourteen Only

20 Sl. No. 3.13 E.Deptt Bihar S/R-2023 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 20 367 Rs. Three Hundred Sixty Seven Only

21 Sl. No. 3.21 E.Deptt Bihar S/R-2023 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

22 Sl. No. 5.1 E.Deptt Bihar S/R-2023 Supplying and fixing 4'X18 wat[ LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS pVC insulated copper conductor etc. as required. Each 27 521 Rs. Five Hundred Twenty One Only

23 Sl. No.5.14.4 E.Deptt.Bihar S/R-2023 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 7 5516

24 Sl. No.6.1.4 E.Deptt.Bihar S/R-2023 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 9/10 watt LED lamp Each 48 161 Rs. One Hundred Sixty One Only

25 Sl. No. 7.1.2 E.Deptt Bihar S/R-2023 Laying of one number PVC insulated and pVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Above 35 sq. mm and upto 95 sq. mm Metre 80 326 Rs. Three Hundred Twenty Six Only

26 Sl. No. 7.7.10 E.Deptt Bihar S/R-2023 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. 70 sq. mm, 3.5 core Metre 100 748 Rs. Seven Hundred Fourty Eight Only

27 Sl. No. 8.11 E.Deptt Bihar S/R-2023 Supply and fixing of fabricated Electrical control panel of cubical CONSTRUCTION, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalise with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) Sq. Ft 18 1809 Rs. One Thousand Eight Hundred Nine Only

28 Sl. No. 8.13 E.Deptt Bihar S/R-2023 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. Each 1 6536 Rs. Six Thousand Five Hundred Thirty Six Only

29 Sl. No. 8.15 E.Deptt Bihar S/R-2023 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 32 2482 Rs. Two Thousand Four Hundred Eighty Two Only

30 Sl. No. 8.17.1 E.Deptt Bihar S/R-2023 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 300 mm sweep Each 7 2572 Rs. Two Thousand Five Hundred Seventy Two Only

Lighting Conductor

31 Sl. No. 3.21 E.Deptt Bihar S/R-2023 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

32 Sl. No. 4.1 E.Deptt Bihar S/R-2023 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

33 Sl. No. 4.5 E.Deptt Bihar S/R-2023 Providing and fixing copper tape 20 mm x 3 mm thick on parapet or surface of wall for lighting conductor complete as required. (For Horizontal run) Metre 30 516 Rs. Five Hundred Sixteen Only

34 Sl. No. 4.6 E.Deptt Bihar S/R-2023 Providing and fixing copper tape 20 mm x 3 mm thick on parapet or surface of wall for lighting conductor complete as required. (For vertical run) Metre 25 559 Rs. Five Hundred Fifty Nine Only

35 Sl. No. 7.7.7 E.Deptt Bihar S/R-2023 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 80 346 Rs. Three Hundred Fourty Six Only

36 rate from BIHTA FIRE HYDRANT Construction of cemented platform of minimum 2 feet height from finished ground level of suitable size as prescribed by manufacturer of DG Set with polycarbonate sheet room shelter framed on Iron Frame structure etc as required to install 10 KVA DG Silent. Set 1 115885 Rs. One Lakh Fifteen Thousand Eight Hundred Eighty Five Only

Rs. Eleven Lakh Thirty Four Thousand Six Hundred Fifty Nine Only

Numbers of item 36 (Thirty Six)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

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 0.999 360.7 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 0.999 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.999 287.3 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: Foundations, footings, bases of columns etc. for mass concrete. Sq.m 0.000 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

5 5.9.2 Centring and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sq.m 85.785 375.1 Rs. Three Hundred Seventy Five And Ten Paise Only

6 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roots, landings, balcnies and access platform. Sq.m 0.999 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

7 5.9.14 Centring and shuttering including strutting, propping etc. and removal of form for: Extra for shuttering in circular work (20% of respective centring and shuttering items) Sq.m 0.600 20.2 Rs. Twenty And Twenty 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 1345.38 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 42.23 90.8 Rs. Ninety And Eighty Paise Only

10 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 0.999 4921.4 Rs. Four Thousand Nine Hundred Twenty One And Fourty Paise Only

11 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 0.999 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

12 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 0.399 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

13 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions.(ii) 11 nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand) mixed with water proofing compound in recommended proportion, (iii) Illrd course of applying blown or/ residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) Ivth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC shet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqni). Sq.m 0.399 480.6 Rs. Four Hundred Eighty And Sixty Paise Only

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

15 Extra cost of slag cement Barh Per bag 150 11.73 Rs. Eleven And Seventy Three Paise Only

16 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

17 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 0.999 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

18 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 0.000 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

19 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. Four Lakh Twenty Four Thousand Three Hundred Fifty Two Only

Numbers of item 19 (Nineteen)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA P.V.C.pipe- Water Supply FOR FIRE HYDRANT 300mmx150mmx106.68m

ESTIMATED AMOUNT : Rs.

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

1 18.12.8 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:80 mm dia nominal bore M 40 818.2

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 all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level:All type of soil:300 mm dia M 106.68 567.9 Rs. Five Hundred Sixty Seven And Ninety Paise Only

3 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges,fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge:150 mm nominal size dia M 86.68 660.1 Rs. Six Hundred Sixty And Ten Paise Only

4 24.4.2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818,including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge:150 mm nominal size dia M 20 673.5 Rs. Six Hundred Seventy Three And Fifty Paise Only

5 24.8 Gravel packing in tubewell CONSTRUCTION in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. Cum 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 of 7.5 HP submersible pump set having discharge 6 lps against a total head of 45m with all accessories such as 65 mm dia G.I. pipe 120 ft both end threated with one and heavy duty socketed, sluice valve, NR valve, cable 4 Sq.mm 3 core sopper flat cable 150 ft panel board with DOL starter (push button) volt mete, Ammeter, indicator lamp, main switch, 2 No. MS clamp etc all complete job. Each 1 125000 Rs. One Lakh Twenty Five Thousand Only

Rs. Three Lakh Nine Thousand Six Hundred Sixteen Only

Numbers of item 10 (Ten)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

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 5.25 360.7

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 0.999 123.9 Rs. One Hundred Twenty Three And Ninety Paise Only

3 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

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 0.000 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 0.45 211.6 Rs. Two Hundred Eleven And Sixty 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 2.25 494.4 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 23 94.5 Rs. Ninety Four And Fifty Paise Only

8 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 0.19 4756.9 Rs. Four Thousand Seven Hundred Fifty Six And Ninety Paise Only

9 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 0.000 5293.5 Rs. Five Thousand Two Hundred Ninety Three And Fifty Paise Only

10 6.1.12C Brick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand) Cu.M 0.000 5116.3 Rs. Five Thousand One Hundred Sixteen And Thirty Paise Only

11 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 1.125 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

12 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 5.03 203.6 Rs. Two Hundred Three And Sixty Paise Only

13 18.10.5 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:40 mm dia nominal bore M 10.95 589.2 Rs. Five Hundred Eighty Nine And Twenty Paise Only

14 18.17.3 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore Each 2 707.3 Rs. Seven Hundred Seven And Thirty Paise Only

15 18.20.3 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :25 mm nominal bore Each 1 447 Rs. Four Hundred Fourty Seven Only

16 18.46.5 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :40 mm nominal bore Each 2 419.7 Rs. Four Hundred Nineteen And Seventy Paise Only

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

18 Extra cost of slag cement Barh Per bag 4 11.73 Rs. Eleven And Seventy Three Paise Only

19 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I (a) 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 69 Km from Kiul to work site) Cu.M 0.999 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

21 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 0.000 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

22 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 0.999 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. Twenty Two Thousand Two Hundred Twenty One Only

Numbers of item 22 (Twenty Two)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

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 9 360.7

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 9 123.9 Rs. One Hundred Twenty Three And Ninety Paise Only

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 1.53 287.3 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 1.37 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 15.79 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

6 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 39 96.7

7 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 100 92.6 Rs. Ninety Two And Sixty Paise Only

195 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 1.97 4756.9 Rs. Four Thousand Seven Hundred Fifty Six And Ninety Paise Only

8 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 0.88 4923 Rs. Four Thousand Nine Hundred Twenty Three Only

9 10.16.2 Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coar of approved steel primer, welded and bolted including special shaped wahers etc. complete : Hot finished seamless type tubes Kg 248 137.9 Rs. One Hundred Thirty Seven And Ninety Paise Only

10 10.20(b) Providing and fixing bolts above 300 mm in length Kg 15.42 105.9 Rs. One Hundred Five And Ninety Paise Only

11 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 13.77 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

12 12.1.3. Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/m2 Sq.M 14.4 1257.3

13 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 2.11 203.6 Rs. Two Hundred Three And Sixty Paise Only

14 13.82.1 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) Sq.M 14.4 83.5 Rs. Eighty Three And Fifty Paise Only

15 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 11.66 84.5 Rs. Eighty Four And Fifty Paise Only

17 Extra cost of brick 100A (a) Barh Per %o 0.999 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

18 Extra cost of slag cement Barh Per bag 27 11.73 Rs. Eleven And Seventy Three Paise Only

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

20 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 1.66 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

21 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 2.89 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

22 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 1.74 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. One Lakh Eleven Thousand Seven Hundred Twenty Eight Only

Numbers of item 22 (Twenty Two)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

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 8.83 360.7

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 8.83 123.9 Rs. One Hundred Twenty Three And Ninety Paise Only

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 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) Cu.M 0.000 4688.3 Rs. Four Thousand Six Hundred Eighty Eight And Thirty Paise Only

5 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) Cu.M 1.57 5670 Rs. Five Thousand Six Hundred Seventy Only

6 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 12.9 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

7 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

8 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 11.78 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

9 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

10 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

11 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

12 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 1398 144.5 Rs. One Hundred Fourty Four And Fifty 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 11.78 141.5 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 11.78 137 Rs. One Hundred Thirty Seven Only

16 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 18.12 119.1 Rs. One Hundred Nineteen And Ten Paise Only

17 Extra cost of brick 100A (a) Barh Per %o 0.15 241.59

18 Extra cost of slag cement Barh Per bag 27 11.73 Rs. Eleven And Seventy Three 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 0.15 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

20 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 1.48 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

21 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 2.75 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

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

Rs. Two Lakh Eighty Two Thousand One Hundred Fifty One Only

Numbers of item 22 (Twenty Two)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

(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)

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

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

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 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

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

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 Rs. Two Hundred Eighty Seven And Thirty Paise Only

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

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 Extra cost of brick 100A (a) Barh Per %o 0.000 241.59

21 Extra cost of slag cement Barh Per bag 27 11.73 Rs. Eleven And Seventy Three Paise Only

22 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I (a) 100 A Brick (lead 1km Kachha +7km Pucca ) %o 0.999 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

23 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 0.84 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

24 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 0.36 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

25 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 Nine Thousand Sixty Three Only

Numbers of item 25 (Twenty Five)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

ESTIMATED AMOUNT : Rs.

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

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

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.000 287.3 Rs. Two Hundred Eighty Seven And Thirty Paise Only

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

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

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

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

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

8 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) Sq.M 13.13 137 Rs. One Hundred Thirty Seven Only

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

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

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

12 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 0.000 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

13 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 0.12 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

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

Rs. Eleven Thousand Three Hundred Fourty Five Only

Numbers of item 14 (Fourteen)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

ESTIMATED AMOUNT : Rs.

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

1 1.12 f.s.o.r Plantation work ( 10 gram DAP and pesticide per plant). Transportation of plant and planting work from temporary plant salad. Plantation 20 man days, Transportation of Plant - 6 man days, DAP - 260/- persicide - 100 Rs, etc - 50/- Each 230 0.1

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

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

4 6.4.1 f.s.o.r Purchase of earth and round 152.5 [email protected]/cft per % no plants. Each 0.999 1586 Rs. One Thousand Five Hundred Eighty Six Only

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

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

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

Rs. Eighty Two Thousand Two Hundred Sixty Two Only

Numbers of item 07 (Seven)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

Stainless Steel Letter

ESTIMATED AMOUNT : Rs.

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

1 Letter No-242 Dt:-15.11.2019 Providing, fitting and fixing steel Letter 12" 0' all complete job. Each 50 900 Rs. Nine Hundred Only

2 Letter No-242 Dt:-15.11.2019 Providing, fitting and fixing steel Letter 9" 0' all complete job. Each 20 700 Rs. Seven Hundred Only

3 Letter No-242 Dt:-15.11.2019 Providing, fitting and fixing steel Letter 6" 0' all complete job. Each 50 500 Rs. Five Hundred Only

Rs. Eighty Four Thousand Only

Numbers of item 03 (Three)

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

NAME OF WORK : CONSTRUCTION OF FIRE STATION BUILDING (G+3) OF 02 UNIT FIRE STATION AT BARH IN THE DISTRICT OF PATNA WITH ELECTRIFICATION Job No. GROUP- 03 OF e-N.I.T. No.- 07/SBD/2026-27

Date of Tender :-

Estimated Cost in Rs. :-

Earnest Money in Rs. :-

Time of Completion :- 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 Installation

4 Deep Tubewell

6 Water Supply for Fire Hydrant

8 Generator Room

10 Fire Fighting

11 Rain Water Harvesting System

13 Horticulture

14 Stainless Steel Letter

15 Electrification Work

Enclosure-B.O.Q's ORDER

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

Rs. Two Crore Twenty Five Lakh Ninety Seven Thousand Nine Hundred Twenty Nine 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 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

Fire Station Building

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 0.599 360.7 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 0.399 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.400 287.3 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 46.66 3998.1 Rs. Three Thousand Nine Hundred Ninety Eight And Ten Paise Only

5 4.1.5 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cu.M 0.000 3434 Rs. Three Thousand Four Hundred Thirty Four Only

6 4.12 Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufacturers. Per 50 kg. cement 25 57.16 Rs. Fifty Seven And Sixteen Paise Only

7 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. Sq.m 0.799 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

8 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roots, landings, balcnies and access platform. Sq.m 543.54 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

9 5.9.4 Centring and shuttering including strutting, propping etc. and removal of form for: Shelves (Cost in situ) Sq.m 2.33 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

10 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 586.38 404.7 Rs. Four Hundred Four And Seventy Paise Only

11 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 404.39 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

12 5.9.7 Centring and shuttering including strutting, propping etc. and removal of form for: Stairs,(excluding landings) except spiral-staircaces. Sq.m 49.44 439.9 Rs. Four Hundred Thirty Nine And Ninety Paise Only

13 5.9.19 Centring and shuttering including strutting, propping etc. and removal of form for: Weather shade,Chajjas, corbels etc. including edges Sq.m 27.89 550.9 Rs. Five Hundred Fifty And Ninety Paise Only

14 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 6695.25 94.5 Rs. Ninety Four And Fifty Paise Only

15 5.22.7B Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 10mm dia. KG 0.000 92.6 Rs. Ninety Two And Sixty Paise Only

16 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 10134.94 90.8 Rs. Ninety And Eighty Paise Only

17 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 3687.69 91.7 Rs. Ninety One And Seventy Paise Only

18 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 8690.65 91.7 Rs. Ninety One And Seventy Paise Only

19 5.22.7F Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 25 mm dia. KG 2197.15 91.7 Rs. Ninety One And Seventy Paise Only

20 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 146.93 4921.4 Rs. Four Thousand Nine Hundred Twenty One And Fourty Paise Only

21 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

22 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 96.8 5841.7 Rs. Five Thousand Eight Hundred Fourty One And Seventy Paise Only

23 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 4.55 5677.2 Rs. Five Thousand Six Hundred Seventy Seven And Twenty Paise Only

24 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 35.31 4923 Rs. Four Thousand Nine Hundred Twenty Three Only

25 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 0.999 5765.2 Rs. Five Thousand Seven Hundred Sixty Five And Twenty Paise Only

26 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 345.89 723 Rs. Seven Hundred Twenty Three Only

27 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 75.59 1087.9 Rs. One Thousand Eighty Seven And Ninety Paise Only

28 8.2.2.1 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: Granite of any colour and shade:Area of slab up to 0.50 sqm. Sq.M 3.72 4242.9 Rs. Four Thousand Two Hundred Fourty Two And Ninety Paise Only

29 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board CONSTRUCTION with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including stainless steel butt hinges with necessary screws. Sq.m 45.21 2845.6 Rs. Two Thousand Eight Hundred Fourty Five And Sixty Paise Only

30 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 234.5 144.5 Rs. One Hundred Fourty Four And Fifty Paise Only

31 9.96.1 Providing and fixing alluminium sliding door bolt anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to rquired colour and shade with nuts and screws etc. complete : 300 x 16mm Each 24 235.5 Rs. Two Hundred Thirty Five And Fifty Paise Only

32 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 24 111.4 Rs. One Hundred Eleven And Fourty Paise Only

33 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 48 57.1 Rs. Fifty Seven And Ten Paise Only

34 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 24 60.8 Rs. Sixty And Eighty Paise Only

35 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 0.199 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).

36 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. Sq.M 3.83 6303.4 Rs. Six Thousand Three Hundred Three And Fourty Paise Only

37 10.14.1 Providing and fixing T-iron frames for doors. windows and ventilators of mils steel Tee-sections, joints miltred and welded with 15 x 3 mm lugs 10 cm long embedded in cement concerete blocks 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including. KG 432.57 110.4

38 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. Each 54 174.6 Rs. One Hundred Seventy Four And Sixty Paise Only

39 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 1120 114.6 Rs. One Hundred Fourteen And Sixty Paise Only

40 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 240 150 Rs. One Hundred Fifty Only

41 11.3.1 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete: 40 mm thick with 20 mm nominal size stone aggregate Sq.M 0.999 289.1 Rs. Two Hundred Eighty Nine And Ten Paise Only

42 11.20.1 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) : Light shade using white cement. Sq.M 0.600 1053.6 Rs. One Thousand Fifty Three And Sixty Paise Only

43 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 78.13 1252.7

44 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 10.44 1334.9 Rs. One Thousand Three Hundred Thirty Four And Ninety Paise Only

45 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 170.12 795 Rs. Seven Hundred Ninety Five Only

46 11.37 Providing and laying Ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. Sq.M 0.999 686.8 Rs. Six Hundred Eighty Six And Eighty Paise Only

47 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete : Size of Tile 600 x 600 mm. Sq.M 214.26 1191.8 Rs. One Thousand One Hundred Ninety One And Eighty Paise Only

48 11.47.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps,laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately):Size of Tile 600 x 600 mm. Sq.M 27.96 1333.3 Rs. One Thousand Three Hundred Thirty Three And Thirty Paise Only

49 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 0.999 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

50 12.78.2 Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqcm) rain water pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 110mm diameter M 0.000 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

51 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 9 132 Rs. One Hundred Thirty Two Only

52 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 10 115.95 Rs. One Hundred Fifteen And Ninety Five Paise Only

53 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 118 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

54 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 10 47.9 Rs. Fourty Seven And Ninety Paise Only

55 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 603.6 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

56 13.13.1+ 13.36.5 Cement plaster in coarse sand : 20mm cement plaster of mix : 1:3(1cement : 3 coarse sand) :Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20mm cement plaster 1:3 (1 cement : 3 sand) Sq.M 583.53 240.4 Rs. Two Hundred Fourty And Fourty Paise Only

57 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 0.000 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

58 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 583.53 137 Rs. One Hundred Thirty Seven Only

59 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 904.51 102.3

60 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 1488.05 105.4 Rs. One Hundred Five And Fourty Paise Only

61 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 202.97 118.1 Rs. One Hundred Eighteen And Ten Paise Only

62 20.1.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 400 mm dia piles : M 1210 1966.9 Rs. One Thousand Nine Hundred Sixty Six And Ninety Paise Only

63 26.86.1 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 55.32 567.5 Rs. Five Hundred Sixty Seven And Fifty 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 70 mm

64 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 17.89 3866.5 Rs. Three Thousand Eight Hundred Sixty Six And Fifty Paise Only

65 Extra cost of brick 100A (a) Barh Per %o 21.585 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

66 Extra cost of slag cement Barh Per bag 16313 11.73 Rs. Eleven And Seventy Three Paise Only

67 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 0.600 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

68 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 859.85 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

69 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 0.200 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

70 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 342.09 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. One Crore Seventy Six Lakh Four Thousand Eight Hundred Ninety Nine Only

Numbers of item 70 (Seventy)

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 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA (SANITARY) 300 Cft Septic Tank 1 No. & 5'-0" dia Soak pit- 2 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 50.77 360.7 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 3.74 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 0.000 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 122 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 13.23 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 3.24 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 17.28 283.3 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 90 162.7 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 95 257.5 Rs. Two Hundred Fifty Seven And Fifty Paise Only

10 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 10 193.4 Rs. One Hundred Ninety Three And Fourty Paise Only

11 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 10 190.7 Rs. One Hundred Ninety And Seventy Paise Only

12 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 10 91.8 Rs. Ninety One And Eighty Paise Only

13 12.79.5.2+ 12.81 Providing & fixing on wall face unplastisised P.V.C. pipe (working pressure 4 Kg/Sq.cm) confirming to IS-4985 for severage inlcuding jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expanssion: 110mm dia Plain bend Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diametre and weighing not less than 440 grams. Each 10 179.9 Rs. One Hundred Seventy Nine And Ninety Paise Only

14 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 70 184.1 Rs. One Hundred Eighty Four And Ten Paise Only

15 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 75 182.72 Rs. One Hundred Eighty Two And Seventy Two Paise Only

16 13.11.4 12mm cement plaster of mix: 1:6 (1 Cement : 6 coarse sand) Sq.M 0.000 141.5 Rs. One Hundred Fourty One And Fifty Paise Only

17 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 42.94 203.6 Rs. Two Hundred Three And Sixty Paise Only

18 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 15.45 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

19 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 7 4470.9 Rs. Four Thousand Four Hundred Seventy And Ninety Paise Only

20 17.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS :7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid Each 7 4230 Rs. Four Thousand Two Hundred Thirty Only

21 17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern Each 7 3723.2 Rs. Three Thousand Seven Hundred Twenty Three And Twenty Paise Only

22 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P.brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Each 5 2764.4 Rs. Two Thousand Seven Hundred Sixty Four And Fourty Paise Only

23 17.9.1 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete,including painting the fittings and brackets, cutting and making good the walls wherever required : White glazed fire clay kitchen sink of size 600x450x250 mm Each 1 2778 Rs. Two Thousand Seven Hundred Seventy Eight Only

24 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 15 198.5 Rs. One Hundred Ninety Eight And Fifty 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 10 310.9 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 2 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 10 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 11.68 1197.51 Rs. One Thousand One Hundred Ninety Seven And Fifty One Paise Only

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

30 Extra cost of slag cement Barh Per bag 66 11.73 Rs. Eleven And Seventy Three Paise Only

31 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 12.2 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

32 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 6.84 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

33 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 4.88 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

Rs. Four Lakh Twenty Nine Thousand One Hundred Seventy Five Only

Numbers of item 33 (Thrity Three)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA (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 5 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 5 713.3

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 5 146.3 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 5 204.7 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 5 424 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 65 278.2 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 45 350.8 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 50 294.7

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 40 359.1 Rs. Three Hundred Fifty Nine And Ten Paise Only

10 18.9.5 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:40 mm nominal outer dia Pipes M 20 477.6 Rs. Four Hundred Seventy Seven And Sixty Paise Only

11 18.10.4 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:32 mm dia nominal bore M 15 457.8 Rs. Four Hundred Fifty Seven And Eighty Paise Only

12 18.15.1 Providing and fixing brass bib cock of approved quality :15 mm nominal bore Each 15 303.8 Rs. Three Hundred Three And Eighty Paise Only

13 18.16.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore Each 5 303.8 Rs. Three Hundred Three And Eighty Paise Only

14 18.16.2 Providing and fixing brass stop cock of approved quality :20 mm nominal bore Each 5 328 Rs. Three Hundred Twenty Eight Only

15 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore Each 6 532.3 Rs. Five Hundred Thirty Two And Thirty Paise Only

16 18.19.2.2 Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore:Vertical Each 2 777.9 Rs. Seven Hundred Seventy Seven And Ninety Paise Only

17 18.22.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter Each 7 190.1 Rs. One Hundred Ninety And Ten Paise Only

18 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 6000 9.7 Rs. Nine And Seventy Paise Only

Rs. One Lakh Sixty Four Thousand One Hundred Sixty Seven Only

Numbers of item 18 (Eighteen)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA 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

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

3 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges,fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge:150 mm nominal size dia M 86.68 660.1 Rs. Six Hundred Sixty And Ten Paise Only

4 24.4.2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818,including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge:150 mm nominal size dia M 20 673.5 Rs. Six Hundred Seventy Three And Fifty Paise Only

5 24.8 Gravel packing in tubewell CONSTRUCTION in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. Cum 5.652 1343.2 Rs. One Thousand Three Hundred Fourty Three And Twenty Paise Only

6 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Hour 12 916.8 Rs. Nine Hundred Sixteen And Eighty Paise Only

7 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for borewell of:150 mm dia Each 1 210.7 Rs. Two Hundred Ten And Seventy Paise Only

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

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

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

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

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

Numbers of item 11 (Eleven)

BILL OF QUANTITY FOR INTERNAL ELECTRICAL WIRING & ELECTRIC INSTALLATION WORK IN 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

Electrification Work

ESTIMATED AMOUNT : Rs.

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

1 Code No. 1.3.2 E. Deptt. Bihar S/R-2023 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.l. box etc as required. Group B Per Point 120 947

2 Code No. 1.5 E. Deptt. Bihar S/R-2023 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. 280 309 Rs. Three Hundred Nine Only

3 Code No. 1.7.2 E. Deptt. Bihar S/R-2023 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. 650 246 Rs. Two Hundred Fourty Six Only

4 Code No. 1.7.11 E. Deptt. Bihar S/R-2023 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 6 sq, mm + 1 X 6 sq. mm earth wire Meter 120 660 Rs. Six Hundred Sixty Only

5 Code No. 1.7.13 E. Deptt. Bihar S/R-2023 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 16 sq. mm + 1 X 6 sq. mm earth wire Meter 10 1312 Rs. One Thousand Three Hundred Twelve Only

6 Sl.No.1.25 E.Deptt. Bihar S/R-2023 Supplying and fixing stepped type electronic fan regulatoron th existing modular plate switch box including connections but excluding modular plate etc. as required. Each 32 358 Rs. Three Hundred Fifty Eight Only

7 Sl.No. 1.31 E.Deptt. Bihar S/R-2023 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. Each 52 414 Rs. Four Hundred Fourteen Only

8 Sl.No. 1.32 E.Deptt. Bihar S/R-2023 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as req uired. Each 22 531 Rs. Five Hundred Thirty One Only

9 Code No. 1.33 E. Deptt. Bihar S/R-2023 Supplying and fixing 2 Pin, 6 amps ceilling rose on the existing Junction box / wooden block including connection etc. as required. Each 71 64 Rs. Sixty Four Only

10 Code No. 1.34 E. Deptt. Bihar S/R-2023 Supplying and fixing batten/ angle holder including connection etc. as required. Each 48 80 Rs. Eighty Only

11 Sl. No. 2.4.1 E.Deptt Bihar S/R-2023 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' lOO A, 30 KA, FPMCCB Each 2 8172 Rs. Eight Thousand One Hundred Seventy Two Only

12 Sl. No. 2.4.6 E.Deptt Bihar S/R-2023 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' 250 A, 50 KA, FPMCCB Each 1 19613 Rs. Nineteen Thousand Six Hundred Tthirteen Only

13 Sl. No. 2.5.1 E.Deptt Bihar S/R-2023 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 63A Each 1 3881 Rs. Three Thousand Eight Hundred Eighty One Only

14 Sl. No. 2.5.3 E.Deptt Bihar S/R-2023 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 200 A Each 1 10550 Rs. Ten Thousand Five Hundred Fifty Only

15 Sl. No. 2.7.6 E.Deptt Bihar S/R-2023 Providing and fixing following capacity four pole ON-load panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 200 A Each 1 18271 Rs. Eighteen Thousand Two Hundred Seventy One Only

16 Sl. No. 2.9.1 E.Deptt Bihar S/R-2023 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 4 4184 Rs. Four Thousand One Hundred Eighty Four Only

17 Sl. No. 2.12.1 E.Deptt Bihar S/R-2023 Supplying and fixing following rating 240/415 volts "C" curve mainiature Circuit Breaker suitable for inductive load of Following poles in the existing MCB, DB, complete with connections testing and commissioning etc. as required. 6/32 amps, Single Pole Each 48 237

18 Sl. No. 2.16.1 E.Deptt Bihar S/R-2023 Supplying and fixing following rating, four pole 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Amps Each 2 967 Rs. Nine Hundred Sixty Seven Only

19 Sl. No. 2.20 E.Deptt Bihar S/R-2023 Providing and fixing M.V. danger notice plate of 2O0 mm X 150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides, and with inscription in singlered colour on front side as required. Each 1 214 Rs. Two Hundred Fourteen Only

20 Sl. No. 3.13 E.Deptt Bihar S/R-2023 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 20 367 Rs. Three Hundred Sixty Seven Only

21 Sl. No. 3.21 E.Deptt Bihar S/R-2023 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

22 Sl. No. 5.1 E.Deptt Bihar S/R-2023 Supplying and fixing 4'X18 wat[ LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS pVC insulated copper conductor etc. as required. Each 27 521 Rs. Five Hundred Twenty One Only

23 Sl. No.5.14.4 E.Deptt.Bihar S/R-2023 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 7 5516

24 Sl. No.6.1.4 E.Deptt.Bihar S/R-2023 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 9/10 watt LED lamp Each 48 161 Rs. One Hundred Sixty One Only

25 Sl. No. 7.1.2 E.Deptt Bihar S/R-2023 Laying of one number PVC insulated and pVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Above 35 sq. mm and upto 95 sq. mm Metre 80 326 Rs. Three Hundred Twenty Six Only

26 Sl. No. 7.7.10 E.Deptt Bihar S/R-2023 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. 70 sq. mm, 3.5 core Metre 100 748 Rs. Seven Hundred Fourty Eight Only

27 Sl. No. 8.11 E.Deptt Bihar S/R-2023 Supply and fixing of fabricated Electrical control panel of cubical CONSTRUCTION, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalise with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) Sq. Ft 18 1809 Rs. One Thousand Eight Hundred Nine Only

28 Sl. No. 8.13 E.Deptt Bihar S/R-2023 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. Each 1 6536 Rs. Six Thousand Five Hundred Thirty Six Only

29 Sl. No. 8.15 E.Deptt Bihar S/R-2023 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 32 2482 Rs. Two Thousand Four Hundred Eighty Two Only

30 Sl. No. 8.17.1 E.Deptt Bihar S/R-2023 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 300 mm sweep Each 7 2572 Rs. Two Thousand Five Hundred Seventy Two Only

Lighting Conductor

31 Sl. No. 3.21 E.Deptt Bihar S/R-2023 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

32 Sl. No. 4.1 E.Deptt Bihar S/R-2023 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

33 Sl. No. 4.5 E.Deptt Bihar S/R-2023 Providing and fixing copper tape 20 mm x 3 mm thick on parapet or surface of wall for lighting conductor complete as required. (For Horizontal run) Metre 30 516 Rs. Five Hundred Sixteen Only

34 Sl. No. 4.6 E.Deptt Bihar S/R-2023 Providing and fixing copper tape 20 mm x 3 mm thick on parapet or surface of wall for lighting conductor complete as required. (For vertical run) Metre 25 559 Rs. Five Hundred Fifty Nine Only

35 Sl. No. 7.7.7 E.Deptt Bihar S/R-2023 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 80 346 Rs. Three Hundred Fourty Six Only

36 rate from BIHTA FIRE HYDRANT Construction of cemented platform of minimum 2 feet height from finished ground level of suitable size as prescribed by manufacturer of DG Set with polycarbonate sheet room shelter framed on Iron Frame structure etc as required to install 10 KVA DG Silent. Set 1 115885 Rs. One Lakh Fifteen Thousand Eight Hundred Eighty Five Only

Rs. Eleven Lakh Thirty Four Thousand Six Hundred Fifty Nine Only

Numbers of item 36 (Thirty Six)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

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 0.999 360.7 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 0.999 123.9

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.999 287.3 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: Foundations, footings, bases of columns etc. for mass concrete. Sq.m 0.000 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

5 5.9.2 Centring and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sq.m 85.785 375.1 Rs. Three Hundred Seventy Five And Ten Paise Only

6 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roots, landings, balcnies and access platform. Sq.m 0.999 437.5 Rs. Four Hundred Thirty Seven And Fifty Paise Only

7 5.9.14 Centring and shuttering including strutting, propping etc. and removal of form for: Extra for shuttering in circular work (20% of respective centring and shuttering items) Sq.m 0.600 20.2 Rs. Twenty And Twenty 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 1345.38 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 42.23 90.8 Rs. Ninety And Eighty Paise Only

10 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 0.999 4921.4 Rs. Four Thousand Nine Hundred Twenty One And Fourty Paise Only

11 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 0.999 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

12 13.24.2 6mm cement plaster to ceilling of Mix : 1:4 (1 cement : 4 coarse sand) Sq.M 0.399 125.6 Rs. One Hundred Twenty Five And Sixty Paise Only

13 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming tc IS 2645 in recommended proportions.(ii) 11 nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand) mixed with water proofing compound in recommended proportion, (iii) Illrd course of applying blown or/ residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) Ivth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC shet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqni). Sq.m 0.399 480.6 Rs. Four Hundred Eighty And Sixty Paise Only

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

15 Extra cost of slag cement Barh Per bag 150 11.73 Rs. Eleven And Seventy Three Paise Only

16 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

17 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 0.999 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

18 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 0.000 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

19 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. Four Lakh Twenty Four Thousand Three Hundred Fifty Two Only

Numbers of item 19 (Nineteen)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA P.V.C.pipe- Water Supply FOR FIRE HYDRANT 300mmx150mmx106.68m

ESTIMATED AMOUNT : Rs.

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

1 18.12.8 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc:External work:80 mm dia nominal bore M 40 818.2

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 all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level:All type of soil:300 mm dia M 106.68 567.9 Rs. Five Hundred Sixty Seven And Ninety Paise Only

3 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges,fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge:150 mm nominal size dia M 86.68 660.1 Rs. Six Hundred Sixty And Ten Paise Only

4 24.4.2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818,including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge:150 mm nominal size dia M 20 673.5 Rs. Six Hundred Seventy Three And Fifty Paise Only

5 24.8 Gravel packing in tubewell CONSTRUCTION in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. Cum 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 of 7.5 HP submersible pump set having discharge 6 lps against a total head of 45m with all accessories such as 65 mm dia G.I. pipe 120 ft both end threated with one and heavy duty socketed, sluice valve, NR valve, cable 4 Sq.mm 3 core sopper flat cable 150 ft panel board with DOL starter (push button) volt mete, Ammeter, indicator lamp, main switch, 2 No. MS clamp etc all complete job. Each 1 125000 Rs. One Lakh Twenty Five Thousand Only

Rs. Three Lakh Nine Thousand Six Hundred Sixteen Only

Numbers of item 10 (Ten)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

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 5.25 360.7

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 0.999 123.9 Rs. One Hundred Twenty Three And Ninety Paise Only

3 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

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 0.000 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 0.45 211.6 Rs. Two Hundred Eleven And Sixty 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 2.25 494.4 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 23 94.5 Rs. Ninety Four And Fifty Paise Only

8 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 0.19 4756.9 Rs. Four Thousand Seven Hundred Fifty Six And Ninety Paise Only

9 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 0.000 5293.5 Rs. Five Thousand Two Hundred Ninety Three And Fifty Paise Only

10 6.1.12C Brick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand) Cu.M 0.000 5116.3 Rs. Five Thousand One Hundred Sixteen And Thirty Paise Only

11 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 1.125 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

12 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 5.03 203.6 Rs. Two Hundred Three And Sixty Paise Only

13 18.10.5 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:40 mm dia nominal bore M 10.95 589.2 Rs. Five Hundred Eighty Nine And Twenty Paise Only

14 18.17.3 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore Each 2 707.3 Rs. Seven Hundred Seven And Thirty Paise Only

15 18.20.3 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :25 mm nominal bore Each 1 447 Rs. Four Hundred Fourty Seven Only

16 18.46.5 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :40 mm nominal bore Each 2 419.7 Rs. Four Hundred Nineteen And Seventy Paise Only

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

18 Extra cost of slag cement Barh Per bag 4 11.73 Rs. Eleven And Seventy Three Paise Only

19 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I (a) 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 69 Km from Kiul to work site) Cu.M 0.999 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

21 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 0.000 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

22 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 0.999 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. Twenty Two Thousand Two Hundred Twenty One Only

Numbers of item 22 (Twenty Two)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

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 9 360.7

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 9 123.9 Rs. One Hundred Twenty Three And Ninety Paise Only

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 1.53 287.3 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 1.37 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 15.79 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

6 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 39 96.7

7 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 100 92.6 Rs. Ninety Two And Sixty Paise Only

195 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 1.97 4756.9 Rs. Four Thousand Seven Hundred Fifty Six And Ninety Paise Only

8 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 0.88 4923 Rs. Four Thousand Nine Hundred Twenty Three Only

9 10.16.2 Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coar of approved steel primer, welded and bolted including special shaped wahers etc. complete : Hot finished seamless type tubes Kg 248 137.9 Rs. One Hundred Thirty Seven And Ninety Paise Only

10 10.20(b) Providing and fixing bolts above 300 mm in length Kg 15.42 105.9 Rs. One Hundred Five And Ninety Paise Only

11 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 13.77 283.3 Rs. Two Hundred Eighty Three And Thirty Paise Only

12 12.1.3. Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/m2 Sq.M 14.4 1257.3

13 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 2.11 203.6 Rs. Two Hundred Three And Sixty Paise Only

14 13.82.1 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) Sq.M 14.4 83.5 Rs. Eighty Three And Fifty Paise Only

15 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 11.66 84.5 Rs. Eighty Four And Fifty Paise Only

17 Extra cost of brick 100A (a) Barh Per %o 0.999 241.59 Rs. Two Hundred Fourty One And Fifty Nine Paise Only

18 Extra cost of slag cement Barh Per bag 27 11.73 Rs. Eleven And Seventy Three Paise Only

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

20 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 1.66 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

21 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 2.89 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

22 Do-do- (c) Local Sand Local Sand ( 1 Km. Kutcha + 2 Km. Pucca) Cu.M 1.74 274.46 Rs. Two Hundred Seventy Four And Fourty Six Paise Only

Rs. One Lakh Eleven Thousand Seven Hundred Twenty Eight Only

Numbers of item 22 (Twenty Two)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

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 8.83 360.7

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 8.83 123.9 Rs. One Hundred Twenty Three And Ninety Paise Only

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 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) Cu.M 0.000 4688.3 Rs. Four Thousand Six Hundred Eighty Eight And Thirty Paise Only

5 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) Cu.M 1.57 5670 Rs. Five Thousand Six Hundred Seventy Only

6 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 12.9 211.6 Rs. Two Hundred Eleven And Sixty Paise Only

7 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

8 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts Sq.m 11.78 494.4 Rs. Four Hundred Ninety Four And Fourty Paise Only

9 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

10 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

11 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

12 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 1398 144.5 Rs. One Hundred Fourty Four And Fifty 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 11.78 141.5 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 11.78 137 Rs. One Hundred Thirty Seven Only

16 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 18.12 119.1 Rs. One Hundred Nineteen And Ten Paise Only

17 Extra cost of brick 100A (a) Barh Per %o 0.15 241.59

18 Extra cost of slag cement Barh Per bag 27 11.73 Rs. Eleven And Seventy Three 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 0.15 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

20 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 1.48 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

21 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 2.75 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

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

Rs. Two Lakh Eighty Two Thousand One Hundred Fifty One Only

Numbers of item 22 (Twenty Two)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

(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)

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

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

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 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

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

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 Rs. Two Hundred Eighty Seven And Thirty Paise Only

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

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 Extra cost of brick 100A (a) Barh Per %o 0.000 241.59

21 Extra cost of slag cement Barh Per bag 27 11.73 Rs. Eleven And Seventy Three Paise Only

22 Carriage of materials including loading, unloading, transporting and stacking at site as per specification and direction of E/I (a) 100 A Brick (lead 1km Kachha +7km Pucca ) %o 0.999 980.4 Rs. Nine Hundred Eighty And Fourty Paise Only

23 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 0.84 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

24 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 0.36 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

25 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 Nine Thousand Sixty Three Only

Numbers of item 25 (Twenty Five)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

ESTIMATED AMOUNT : Rs.

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

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

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cu.M 0.000 287.3 Rs. Two Hundred Eighty Seven And Thirty Paise Only

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

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

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

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

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

8 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) Sq.M 13.13 137 Rs. One Hundred Thirty Seven Only

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

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

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

12 Do--do-- (b) Coarse sand ( Lead 69 Km from Kiul to work site) Cu.M 0.000 Rs. One Thousand Four Hundred Thirty One And Fifty Eight Paise Only

13 Do-do- (b) Stone chips ( Lead 120 Km from Manpur by Road to work site ) Cu.M 0.12 Rs. Two Thousand Three Hundred Fourty Five And Fifty Paise Only

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

Rs. Eleven Thousand Three Hundred Fourty Five Only

Numbers of item 14 (Fourteen)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

ESTIMATED AMOUNT : Rs.

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

1 1.12 f.s.o.r Plantation work ( 10 gram DAP and pesticide per plant). Transportation of plant and planting work from temporary plant salad. Plantation 20 man days, Transportation of Plant - 6 man days, DAP - 260/- persicide - 100 Rs, etc - 50/- Each 230 0.1

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

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

4 6.4.1 f.s.o.r Purchase of earth and round 152.5 [email protected]/cft per % no plants. Each 0.999 1586 Rs. One Thousand Five Hundred Eighty Six Only

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

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

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

Rs. Eighty Two Thousand Two Hundred Sixty Two Only

Numbers of item 07 (Seven)

BILL OF QUANTITY FOR THE CONSTRUCTION OF 02 UNIT FIRE STATION BUILDING AT BARH IN THE DISTRICT OF PATNA

Stainless Steel Letter

ESTIMATED AMOUNT : Rs.

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

1 Letter No-242 Dt:-15.11.2019 Providing, fitting and fixing steel Letter 12" 0' all complete job. Each 50 900 Rs. Nine Hundred Only

2 Letter No-242 Dt:-15.11.2019 Providing, fitting and fixing steel Letter 9" 0' all complete job. Each 20 700 Rs. Seven Hundred Only

3 Letter No-242 Dt:-15.11.2019 Providing, fitting and fixing steel Letter 6" 0' all complete job. Each 50 500 Rs. Five Hundred Only

Rs. Eighty Four Thousand Only

Numbers of item 03 (Three)

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

NAME OF WORK : CONSTRUCTION OF FIRE STATION BUILDING (G+3) OF 02 UNIT FIRE STATION AT BARH IN THE DISTRICT OF PATNA WITH ELECTRIFICATION Job No. GROUP- 03 OF e-N.I.T. No.- 07/SBD/2026-27

Date of Tender :-

Estimated Cost in Rs. :-

Earnest Money in Rs. :-

Time of Completion :- 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 Installation

4 Deep Tubewell

6 Water Supply for Fire Hydrant

8 Generator Room

10 Fire Fighting

11 Rain Water Harvesting System

13 Horticulture

14 Stainless Steel Letter

15 Electrification Work

Enclosure-B.O.Q's ORDER

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

Rs. Two Crore Twenty Five Lakh Ninety Seven Thousand Nine Hundred Twenty Nine Only

detailed as above for Scheduled items, is herewith approved.

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