Construction work of additional barracks for Home Guards in the premises of Prohibition and Daudnagar Police Station.

Bill of Quantity

मद्दनिषेध एवं थाना दाउदनगर के परिसर मे गृह रक्षको के रहने के लिए अतरिक्त बैरक का निर्माण कार्य

1. Amount of BOQ : 1,537,196.00

2. Deposit of E/M :

3. Cost of BOQ :

4. Time of Completion :

5. Date of Receiving Tender :

Sl No. SOR-22 ITEM OF WORK QTY. UNIT Rate Amount

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

All kinds of soil

2 2.28 Supplying and filling in plinth with local sand and under floors including watering ramming consolidating and dressing complete job.

3 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royaltiy all complete as per building

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)

5 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement:Concrete of M-25 grade with minimum cement content of 330 kg/cumA

All work upto plinth level

6 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

7 5.33.2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement:Concrete of M-25 grade with minimum cement content of 330 kg/cum

All works above plinth level upto floor V level

8 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in

9 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

10 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

B 5.9.3 Suspended floors, roofs, landings, balconies and access platform.

C 5.9.5 Lintels, beams, plinth bands, griders, bressumers and cantilevers.

D 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts

E 5.9.19 Weather shade,Chajjas, corbels etc. including edges

F 15.9.16 Edges of slabs and breaks in floors and walis-

15.9.16.1 Under 20 cms wide

11 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 ) :

12 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum

13 13.11.4 Providing 12mm Cement plaster of mix:1:6(1 cement: 6 coarse sand)

14 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand)

15 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix.1:4(1 cement: 4 coarse sand)

16 13.18 Providing 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall.

17 9.21.2 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

18 10.44 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer_In_charge.

19 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

20 11.41.2 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.

21 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.

22 13.80A.1 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

23 13.46A.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

24 13.92.1 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

25 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)

26 13.81.1 Applying priming coat:With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood)

New wood work (two or more coats)

27 13.82.2 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:New wood work (two or more coats)

28 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

a 21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

b 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

29 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness(weight not less than 10kg/sqm)

30 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ),

31 9.96 Providing and fixing aluminium sliding door bolts, ISI marked

32 9.100 Providing and fixing aluminium handles, ISI marked

33 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked,

9.101.2 Twin rubber stopper 2.00 each 60.80 122.00

34 14.28 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete

14.28.1 20 mm diameter.

35 10.33.1 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer

36 10.18 Providing and fixing circular / hexagonal cast iron box for ceiling fan clamp 140 mm internal dia,

37 12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size)

38 4.17 Providing plinth protection 750 mm wide consisting of 12 mm thick cement plaster 1;6 with neat cement punning over 75 mm thick P.C.C. (1:3 :6) over brick flat soling over 75 mm thick local sand filling all complete

39 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

40 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4coarse sand and making good the wall etc complete

41 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for therma expansion.(SW)

12.79.2.1 Single pushfit coupler

12.79.3 Single tee with door

12.79.6 Shoe plain

41 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l

42 Carriage of Materials

(ii) Coarse Sand 35.37 m³ 918.60 32,487.00

(iii) Stone Chips 35.16 m³ 2450.50 86,151.00

(B)Applying Corrcetion Factor 0.982 on Schedule item(SOR) on Sl. No. (A)- 1,458,994.00

Total- Rs.(B+C) 1,537,196.00

EXECUTIVE ENGINEER

BUILDING DIVISION A'BAD