WBMAD 96 (DEV/15TH F.C./KM)2025-2026

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. PWD Building Works schedule Page - 1, Item -2.a COLM. 3 X 2 X 1.20 X 1.20 X 1.00 = 8.64 M3 partition wall 1x 1.00 x 0.375 x 0.150 = 0.056 m3

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. PWD Building Works schedule, Page - 1, Item -3.a

(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 - 2, Item -4.a 1 x 5.10 x 4.55 x 0.325 = 7.542 m3

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. PWD Building Works schedule, Page- 14, Item - 1 ( Corri. Page-01, Date-04-06-2018) 3 x 2 x1.20 x 1.20 = 8.64 m2 2 x 2.50 x 0 .375 = 1.88 m2 1 x 1.00 x 0.375 = 0.375 m2 2 x 1.50 x 1.00 = 3.00 m2 1 x 5.10x 4.55 = 23.21 m2

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. a) Pakur Variety /Chandil Variety PWD Building Works schedule, p-26 Item 10 a (Rate Analysis ) 2 x 3 x 1.20 x 1.20 x 0.150 = 1.296 m3 2 x 3 x (1.20 x 1.20 ) + (0.250 x 0.250 ) /2 x 0.150 = 0.676 m3 2 x 3 x 0.250 x 0.250 x 3.90 = 1.463 m3 2 x 2 x 2.525 x 0.250 x 0.250 = 0.789 m3 3 x 3.00 x 0.250 x 0.250 = 0.563 m3 2 x 2 x 2.525 x 0.250 x 0.150 = 0.379 m3 3 x 3.00 x 0.250 x 0.150 = 0.338 m3 1 x 5.10 x 4.55 x 0.1025 = 2.900 m3

Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion. PWD Building Works schedule, Page -23, Item -B.1.a, ( Corri. Page- 09, Date-04-06-2018) Rate Analysis1 ( Corri. Page-01, Date-04-06-2018) 37.10 X 0.100 = 3.71 M3

25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C). PWD Building Works schedule, Page -47, Item -1 (Rate Analysis) 2 x 5.10 x 0.250 = 2.55 m2 3 x 4.55 x 0.250 = 3.41 m2

125 mm brick work with 1st classbricks in cement morter ( 1:4) in ground floor. PWD Building Works schedule, Page -16, Item-16,cori page -3, date -04.06.2018 (Rate Analysis) 5 x1.20 x3.00 = 18.00 m2 3x1.00 x3.00 = 9.00 m2

Supplying and laying polythine sheet ( 150 gm/sq.m ) over dampproof course or beloe flooring or roof terracing or foundation or foundation trenches. PWD Building Works schedule, Page -47, Item-3

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) (f) 25 mm to 30 mm shuttering without staging in foundation PWD Building Works schedule, Page -42, Item- 36.f 2 x 2 x 5.10 x 0.250 = 5.10 m2 3x 2 x 4.55 x 0.25 = 6.83 m2 6 x 4 x 1.20 x 0.150 = 4.32 m2