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| 1 | PWD(WB), BUILDING WORKS, Page-10, Item-2 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. In ground floor including roof. (a) upto 150 mm. thick |
| 2 | PWD(WB), BUILDING WORKS, Page-2, Item-4 (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement offinished quantity) |
| 3 | PWD(WB), BUILDING WORKS, Page-14, Item-1 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 4 | PWD(WB), BUILDING WORKS, Page-22, Item-35 B(II) Cement concrete with 30 mm down graded shingles excluding shuttering.)(B) With N.B. Variety stone metal. In ground floor (a) 1:3:6 proportion |
| 5 | PWD(WB), BUILDING WORKS, Page-26, Item-10 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. (ii ) River Bazree |
| 6 | PWD(WB), BUILDING WORKS, Page-44, Item-40 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc 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 | PWD(WB), BUILDING WORKS, Page-42, Item-36 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge. |
| 8 | PWD(WB), BUILDING WORKS, Page-48, Item-6 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 |
| 9 | PWD(WB), BUILDING WORKS, Page-80, Item-7 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:- |
| 10 | PWD(WB), BUILDING WORKS, Page-80, Item-8 Asbestos ridging (with standard lap) fitted and fixed with necessary hook, bolts, nuts, washers, etc. complete. (a) Close fitting adjustable type |
| 11 | PWD(WB), BUILDING WORKS, Page-192, Item-15 Neat cement punning about 1.5mm thick in wall,dado,window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 12 | PWD(WB), BUILDING WORKS, Page-197, Item-15 Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer\"s specification. |
| 13 | P.W.D (Roads)2018/270/08.07 Providing and fitting Concrete Sign Board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 with N.B. variety stone chips reinforced with duble layer IRC febric (75x75 mm mesh) and fixed with necessary nuts & bolts on two RC precast posts 100mm x150 mm of height 2.65 m of which top 750 mm is of 100 x13 mm and 1.90 m above GL & 0.75 m below GL including digging hole, repacking the same with cement concrete 1:3:6 with local stone chips etc. complete including painting two coats on noth faces lettering sign marks etc. as per direction of Engineer-in charge. |
| 14 | Add:- GST @ 18% |
| 15 | Add:- Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
