WBMAD/ULB/HM/APAS- 11(2025-26)

Supplying U_C. Bullah Piles at work including dressing and making one end pointed. 100 mmDia Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end. P no-334 sl no-18.18(i) For post = 1048.500 For runner For runner , including lap = 139.500 Supply of Bullah (EUC) for tie bar & tie post P no-334 sl no-18.18(i) Tie Bar = 23.00 Tie Post = 23.00

Labour for driving Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. Page-334 Sl NO- 18.17(i) Note: 1) Payment to be made on the length driven into the ground, diameter of the measured at 1.5m. from the thicker end. 2) For string staging under specific instruction of Engineer-in-charge or for driving from pontoon or boats the rate will be enhanced by ` 4.00 per meter. 3) For driving done by pile engine set (without staging) under specific instruction of Engineer-incharge, the rates will be enhanced by ` 4.00 per meter. 4) For driving done by pile engine set (with heavy staging or from specially made pontoon) under specific instruction of Engineer-in-charge. The rates will be enhanced by ` 7.00 per m. 100 mm Diameter

Supplying empty Cement bags in good condition Page-336 Sl.No-18.28

Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but. excluding cost of sand and gunny bags . Page-336 Sl.No-18.29 (35X0.600X2.20)/0.034=1359

Coal tarring on wooden surfaces including cost of materials Page-335 SI.N 0-18.27(a) (a) Double coat. 1x1188x2x3.14x0.05= 373.032 2x23x2x3.14x0.05= 14.444 1x139.50x2x3.14x.05=43.803

Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts. Page-338 S1-18.41

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. (P.No.1, T/2(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 (a) by fine sand P.No-2 , I-4(B)

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (P.14, T/1)

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 Page No.26,Item No.-10(i) CORIGENDA -3 , RATE ANALYSED

Brick work with 1st class bricks in cement mortar (1:6)(P.No.30, T/22 b ) , 3rd corrigenda,

(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor P.no. 34, T/22(a)), 3rd corrigenda,

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) 25 mm to 30 mm shuttering without staging in foundation P.No-43 , I-36(f)

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