RCC Pedestal for placing of 20 feet container at DST DSM, PCC base slab for 10 Tonne water tanks near mass culture site for MBT and RCC 400kg Dead Weight for OE Fish case

Amount

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Note i) RMC concrete should be used ii) concrete must cube test 7th day , 28th day for compressive strength of concrete to submit orginal test report.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Make: TATA / Isteel /Vizag/Sail

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Note: For Hook (122 Nos) Make: TATA / Isteel /Vizag/Sail

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases of columns, etc. for mass concrete all complete as per instruction of Engineer In - Charge.

Anti-corrosive painting apply for all reinforcement for all the faces of reinforcement two coat of different diameter of bars. (Note: Before bar bending all reinforcement should be painted by Anti corrosive paint in faces and perimeter of reinfocement all complete as per instruction of Engineer In - Charge.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

Supply of approved earth brought from outside (Good earth should free from debris and demolished buliding material ) and Filling in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming (hand roller 4tonne capacity) and watering, lead up to 50 m and lift upto 1.5 m etc Complete as per instruction of Engineer-In-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)40 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand

15mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement:6 fine sand)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete, Suspended floors, roofs, landings, balconies and access platform, Lintels, beams, plinth beams, girders, bressumers and cantilevers, Columns, Pillars, Piers, Abutments, Posts and Struts, Stairs, (excluding landings) except spiral-staircases.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work(M30); using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in charge ; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level, Concrete of M30 grade with minimum cement content of 350 kg /cum. Cement : Ramco,Ultra tech,chettinad cement,ACC Sand: River sand

M30 grade concrete, a design mix should be obtained by the contractor from approved / recognized labs with reference to the site as per site condition all complete as per instructions of Engineer In-charge. Necessary Concrete cube Test have to be done as per IS code 456:2000. Note:Design mix charges for M 30 marine grade concrete using minium cement content 380 kg/cum above (sl no :01).Before placeing concrete the contractor must submit M 30 grade design report and after placing concrete must cube test 7th day , 28th day for compressive strength of concrete to submit orginal test report.

TOTAL WITHOUT GST

GST at 18%

SRI ABHIMANYU ENTERPRISES

HIRANYA CONSTRUCTION