EO_GBDA_135_2025-26

Labour for taking out brick-on-end edging including removing debris to flank or berm sorting out serviceable materials and stacking.

Labour for taking out old soling edging including removing debris (b) Double flat soling

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sand stone ) including removing, spreading or stacking the spoils within a lead of 75m. 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.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (F) 600 mm dia

Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from cut drums (empty bitumen drums) fitted and fixed with a lap width of 100 mm at each joint, complete as per direction including the cost of drum sheets and including the cost of nails, wires etc. (ii) With bamboos of length above 2.00m and upto 2.50m

Eucalyptus bullah walling with earth filled bags 1.30m (av.) high of 10cm. dia and 4m long bullah pin @ 0.375 mtr. c/c bullah walling of 2.7m (av) below G.L. including fitting, fixing 3 nos. of 10 cm dia bullah as runner providing 2.50 mtr. long 10.0 cm dia bullah as tie bar @ 2.25 mtr c/c and 10.0 cm dia. and 3.0 mtr. long bullah as tie post @ 2.25 mtr. c/c driven @ 2.5 m below G.L. and walling with filling empty cement bags with earth and placing them in position including tying or sewing mouth including cost of thread including cost of all materials and two coat of coal tarring to all Eucalyptus bullah etc. complete including the cost of materials as per direction.

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. (iv) Without pumping out water and shoring

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.

(c)(ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.

(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)