WBIW/EE/KCDIV/eNIT-03e/26-27 Sl No-05

CUTTING UPROOTING AND CLEARING JUNGLES INCLUDING SHRUBS, WATER WEEDS,BUSHES, TREES, PLANTS, UPTO 30 CM. GIRTH INCLUDING REMOVING AS DIRECTED BY ENGINEER-IN-CHARGE.

CAULKING JOINTS OF LATERITE / STONE BOULDER OR BRICK PITCHING WITH CEMENT MORTAR 1:4 AND FLUSH POINTING AS PER DIRECTION OF THE ENGINEER-IN-CHARGE. (A) STONE / LATERITE BOULDER PITCHING

Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.

Ordinary Cement concrete (mix 1:2:4) 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

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.

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)

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.

EARTHWORK IN EXCAVATION IN THE CANALS / DRAINAGE CHANNELS / BORROW PITS /RIVER BED / SLOPE OF BANK AS NOTED BELOW AS PER DESIGNED SECTION &THROWING THE SPOILS IN LAYERS OF 25 CM. FOR MAKING BANKS AS PER PROFILE ORTO DEPOSIT THE SAME IN ANY OTHER PLACE WITHIN AN INITIAL LEAD OF 30 METRE AND INITIAL LIFT OF 1.5 METRE INCLUDING BREAKING CLODS, ROUGH DRESSING ETC. COMPLETE AS PER DIRECTION OF THE ENGINEER-IN-CHARGE. (A) ORDINARY SOIL / LOCAL SOIL / SOIL MIXED WITH MOORUM OR KANKAR / SILT, DRY OR MOIST / SLUSHY SILT / STICKY SOIL.

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD. b)Above 600 mm to 900 mm dia Hume pipe Note: The excavation of earth, dismantling of stone masonry work in head walls and protection works is not included which is to be measured and paid separately. Credit for retrieved stone from masonry work may be taken as per actual availability

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. (E)900 mm dia Note: Add cost and carriage of Pipe to get the final consolidated item rate