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| 1 | Earth work in excavation in foundation trenches in all sorts of soil (including mixed soil but excluding late rite and sand stone) including removing spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom, bailing out water as required complete (a) Depth of excavation not exceeding 1500 mm. |
| 2 | foundation trenches or plinth with good earth. In layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. ( Payment to be made on the basis of measurement of finished quantity of work ) a ) With earth obtained from excavation of foundation 1/5 th of |
| 3 | Earth work in filling in foundation trenches or plinth with earth. in layer not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be on basis of measurement of finished quantity of work.) |
| 4 | Cement Concrete with graded stone (30 mm size) excluding shuttering. In ground floor and foundation. (a) 1:3:6 proportion |
| 5 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. In Ground Floor : (ii) River Bazree |
| 6 | Reinforcement for Reinforced Concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. Including supplies of rods , initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m. (i) Tor Steel/Mild Steel I. SAIL/TATA/RINL |
| 7 | Hire and labour for shuttering with centering and necessary staging upto 4 m using approved stout and thick hard wood planks ……………. Fitting, fixing & striking out after completion of works (upto roof of groung floor) (a) 25 mm to 30 mm th. Wooden shuttering as per decision & direction of Engineer-in-Charge.a) with staging |
| 8 | ITEM NO :- 29 , Page -32 Brick work with 1st class bricks in composite mortar with cement, lime and sand (1:1:6) (1 cement:1 lime putty/paste:6 sand) |
| 9 | ITEM NO :- 02 Page :- 164 Plaster (to wall, floor, celling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] (ii) With 1:4 cement morter (b) 10 mm thick plaster(b)15 mm thick plaster |
| 10 | ITEM NO :- 8 , Page- 166 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 11 | ITEM NO :- 02 , Page :- 75 M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For trusses spanning up to 12.00 m |
| 12 | ITEM NO :- 01 , Page :- 74 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section,consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than22.5 Kg./m |
| 13 | ITEM NO 23 , Page :- 64 Asbestos corrugated (Trafford or similar approved quality) sheet (6 mm thick) work (excluding the supporting framework) fitted and fixed with 9.5mm. dia. J or L hook-bolt and nuts, limpet and bitumen washers and putty with 150 mm end lap & one corrugation minimum side lap complete. (Payment should be made on area of finished work) (i) In Roof:- b) With 0.63 mm thick sheet |
| 14 | ITEM NO :- 29 , Page -67 Asbestos ridging (with standard lap) fitted and fixed with necessary hook, bolts, nuts, washers, etc. complete (a) Close fitting adjustable type |
| 15 | ITEM NO :- 21(i) , Page :- 82 Supplying, fitting, fixing bolts with nuts, washer: (i) 10 to 16 mm dia: b) Length above 75 mm and upto 150 mm. |
| 16 | ITEM NO :- 8 (A)b , Page :- 176 Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly (b) Two coats (on new works only)(ii) Yellow, pink. |
| 17 | Supplying fitting and fixing of Signboard and cost of photograph (payment will be made as per voucher) |
| 18 | Add:- GST @ 18% |
| 19 | Add:- Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
