Construction of Boundary wall at western side of Srikanta Jana house Uttar Darua Majhi Para

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 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. (a) Depth of excavation not exceeding 1,500 mm.

Page No.- 1, Item No.- 3(a).

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.

Page No.- 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) PWD Building Works schedule,

Page No.- 47, Item No.- 3

Supplying and laying polythine sheet ( 150 gm/sq.m ) over dampproof course or beloe flooring or roof terracing or foundation or foundation trenches.

Page No.- 23, Item No.- 1(a)( rate analysis)

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

Page No.- 15, Item No.- 7(a) (rate analysis)

Brick work with 1st class bricks in cement mortar (1:4) (a) Foundation and plinth groung floor

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

Page No.-16, Item No.- 16 (rate analysis)

125 mm brick work with 1st classbricks in cement morter ( 1:4) in ground floor.

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 and upto roof of ground floor/upto 4 m. (i)Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELETROSTEEL/ SSL

Page No.- 42, Item No.- 36(c)

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) (c) 9 mm to 12 mm thick approved quality Ply board shuttering as per decision & direction of Engineer-In-Charge.

Page No.- 189, Item No.-1(i)© (rate analysis)

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] (i) With 1:6 cement mortar (c) 15 mm thick plaster

Page No.- 192, Item No.-15 (rate analysis)

Neat cement punning about 1.5 mm thick in wall ,dado, window sills, floors etc .

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.)

Add 18% GST (Sl No. 1 to 13)

Add 1% Welfare Cess