Reconstruction of Sitting Area at Darua Naga Hat

P.W.D, Page No. 1, Item No.- 2 (a)

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 spils 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 foundation upto 1500mm

Page No.- 23 / Item No.- 1(a)

(I) Cement concrete with graded jhama khoa (30 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion

P.W.D, Page No. 47, Item No. 3

supplying and laying polythene Sheet ( 150 gm / sq.m) over damp proof couse or below flooring or roof terracing or in foundation trenches.

P.W.D, 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 ground floor as per relevant IS codes. (i) Pakur Variety

P.W.D. - Page - 2, Item No. 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 of finished quantity)

P.W.D, Page No.- 43, Item no.- 40 (i)(I).

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. JSW/ JSPL/Shyam/SRMB/BMASL/Electro Steel / SSL

P.W.D, Page No.- 42, Item no.- 36 (f).

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) i) Steel suttering or 9 to 12 mm thick approved quality ply board suttering in any concrete work.

Page No.- 189 / Item No.- 1 (b)

Plaster (to wall, floor, ceiling etc.) with sand and cement mortarincluding rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (b) 15 mm thick plaster

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.

Page No.-48, Item No.-6(ii)

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 [email protected] kg/sq.m all complete including all materials and labour. on Top plate . 3mm. thick topping(High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (ii) 25 mm. thick

Page No.-1, Item No.-3

Earth work in filling in 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.

P.W.D (Roads)Page No.- 270/ Item No. - 8.07

Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

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