S_D/CENTRAL/A/25-26

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.

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 (B) DEPTH OF EXCAVATION FOR ADDITIONAL DEPTH BEYOND 1,500 MM. AND UPTO 3,000 MM. BUT NOT REQUIRING SHORING

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 (B) DEPTH OF EXCAVATION FOR (c) Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary.

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 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (Excluding cost of shoring). (a) Beyond 4000 mm to 6000 mm below G.L.

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 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (Excluding cost of shoring).(b) Beyond 6000 mm to 7500 mm below G.L.

Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/ Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for excavation works (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).With 5.0 cm. thick timber planks.. For depth upto 6.00 M below G.L.a) Beyond 1.0 M. upto 2.0 M trench width.

Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note : - In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor]

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

SINGLE BRICK FLAT SOLING OF PICKED JHAMA BRICKS INCLUDING RAMMING AND DRESSING BED TO PROPER LEVEL AND FILLING JOINTS WITH LOCAL SAND.

CEMENT CONCRETE WITH GRADED JHAMA KHOA (30 MM SIZE) EXCLUDING SHUTTERING IN GROUND FLOOR AND FOUNDATION (A) 1:3:6 PROPORTION

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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work

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 (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018)

REINFORCEMENT FOR REINFORCED CONCRETE WORK IN ALL SORTS OF STRUCTURES INCLUDING DISTRIBUTION BARS, STIRRUPS, BINDERS ETC INITIAL STRAIGHTENING AND REMOVAL OF LOOSE RUST (IF NECESSARY), CUTTING TO REQUISITE LENGTH, HOOKING AND BENDING TO CORRECT SHAPE, PLACING IN PROPER POSITION AND BINDING WITH 16 GAUGE BLACK ANNEALED WIRE AT EVERY INTERSECTION, COMPLETE AS PER DRAWING AND DIRECTION.(A) FOR WORKS IN FOUNDATION AND UPTO ROOF OF GROUND FLOOR/UPTO 4 M.(I) TOR STEEL/MILD STEEL.I. SAIL/ TATA/RINL.

BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC A. BRICK WORKS 7. BRICK WORK WITH 1ST CLASS BRICKS IN CEMENT MORTAR (1:4) (A) IN FOUNDATION AND PLINTH

Flush pointing to brick work in cement mortar (1:4) including raking out joints.

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.

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

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