WBIW/EE/BDD/eNIT-16(e) /2025-26/3

Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. iii)15 cm av.Diametre.

iii)20 cm av.Diametre.

Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all 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. (ii) 15 cm av. Diameter.

(iii) 15 cm. av. Diameter 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.

(v) 20 cm. av. Diameter 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.

Supplying , fitting and fixing with iron nails half split bullah wailing pieces and cross pieces ect. Complete with cost of all materials and carriage to site (a) Width of thinner end above 10 cm. and less than 15 cm. (i) Jhaw/Eucalypcus.

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidenta chages such as electricity charges, labour insurance charges etc I) For structural members of specified sections weighing less than 22.5 Kg./m

III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m

Best seasoned wood work in posts, rafters, trusses, beams, purlin, barghas, frames etc. including supplying at site, sizing, hoisting, fitting, fixing in position excluding the cost of bolts and nuts but including the costs of nails, screws, hold fasts etc. (the quantities should be measured upto 3 decimals) a) Sal Wood

(b) Hard Wood (Mahua / Arjun / Tentul etc or similar quality hard wood as approved by the Engineer-in-Charge

Supplying at site and fitting & fixing Mild Steel long nuts & bolts etc. complete as per the direction of the Engineer-in-charge.

Coal-tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge. (b) Two coat

Supplying to site empty cement polythene bage (capaceity 50 kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg ).

Lobour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kind of earth (wet or dry), sand or agreegates (stone /brick) and sewing as done in case of cement bags, (tying with a not after filling will not be accepted), and stacking within a lead of 30 metre as per direction of Engineer-in-charge (cost is excluding the cost of any types of filling materials) Note : Volume of earth /sand filled bats should not be less than 0.028 cum./ bag.

Dumping in position earth /sand filled gunny / poly bags ( capacity 50 kg ) within a lead of 30 metre inclusive of all lifts.

Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc, within an initional lead of 30.00 metre and lift of 1.50 metre including breaking clods and depositing the same in layer not exceeding 25 cm. And rough dressing etc. complete as per profile.

Extra rate over Item No.9 for all kinds of soil for every additional lead of 30 metre or part thereof beyond the initial lead of 30 metres. 15 (Fifteen) nos extra lead

Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction (c) Soling or dry pavement with one brick-on-edge on a layer of brick flat (thicknass 125 mm. plus 75 mm.)

Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction (a) Brick-on-edge edging (125 mm) depth.