|
| 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 thesides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. |
| 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-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 |
| 4 | PWD(WB), BUILDING WORKS, Page-15, Item-8 Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth |
| 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-16, Item-16 125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor. |
| 9 | PWD(WB), BUILDING WORKS, Page-189, Item-1 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar 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 mortara) 20 mm Thick Plaster |
| 10 | b) 15 mm thick plaster |
| 11 | PWD(WB), BUILDING WORKS, Page-48, Item-6 Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). (ii) 25 mm. thick |
| 12 | 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 |
| 13 | PWD(WB), BUILDING WORKS, Page-81, Item-9 Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:- a) With 0.60 mm thick sheet |
| 14 | 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. |
| 15 | 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. |
| 16 | PWD(WB), SANITARY & PLUMBING WORKS, Page-88, Item-3(ii)(B) Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,PartI.Payment will be made separetly on the basis of actual height based on relevantii) For 20 usersB) With Bazree (N.B Varity) (SAIL/TATA/RINL) |
| 17 | PWD(WB), SANITARY & PLUMBING WORKS, Page-104, Item-13(i) Supply, fitting and fixing RCC ring of 750 mm dia and 2.10 m. height for Soak pit |
| 18 | (Item no-4 (ii), Page no -79 of PWD S&P schedule ) Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing).530 mm x 410mm |
| 19 | Add:- GST @ 18% |
| 20 | Add:- Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
