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| 1 | Page No- 10, Item No- 2a, Dismantling all types of masonry exceptingcement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. Ground floor |
| 2 | Page No- 10, Item No- 2b, Dismantling all types of plain cement concreteworks, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof.(a) upto 150 mm. thick |
| 3 | Page No; 1; Item No; 2(a), Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimmingthe sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 4 | Page No; 2; Item No; 4(B), Filling in foundation or plinth by silver sand inlayers 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 of finished quantity) |
| 5 | Page No; 14; Item No; 1, Single Brick Flat Soling of picked jhama bricks includingramming and dressing bed to proper level and filling joints with local sand. |
| 6 | Page No; 33; Item No; 4, Cement concrete with graded jhama khoa (30 mm size)excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion |
| 7 | Page No; 15; Item No; 7(a)(b), Brick work with 1st class bricks in cement mortar (1:4)(a) In foundation and plinth |
| 8 | Page No; 16; Item No; 16, 125 mm. thick brick work with 1st class bricks in cementmortar (1:4) in ground floor. |
| 9 | Page No; 189; Item No; 1(ii)(b), Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface](i) With 1:4 cement mortar.(c) 15 mm thick plaster |
| 10 | Page No; 192; Item No; 15, Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 11 | Page No; 42; Item No;36(A), Hire and labour charges for shuttering with centering andnecessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with requiredbracing 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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 12 | Page No; 26; Item No; 10(i), Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in groundfloor as per relevant IS codes.(i) Pakur Variety |
| 13 | Page No; 44; Item No; 40(ll), Reinforcement for reinforced concrete work in all sorts ofstructures 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 gaugeblack 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 |
| 14 | Materials delivared and stacked at site 1/a) 1st class bricks (kiln burnt) Less: Obtained Brick Value |
| 15 | Add 9% SGST+9% CGST=18%GST |
| 16 | Add @ 1% loabour welfire cess over (BLD SCH.). Please Enable Macros to View BoQ information |
