Construction of Nedumkandam Modern Market Complex-Phase-1

Amount

COMMERCIAL COMPLEX NEDUMKANDAM,

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

od167897/2022_2023 : Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-30 of<br>specified diameter and length below pile cap, to carry a safe working load not less than specified,<br>excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and<br>temporary casing of appropriate length for setting out and removal of same and the length of the pile to<br>be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,<br>including removal of excavated earth with all its lifts and leads (length of pile for payment shall be<br>measured up to bottom of pile cap).<br>Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.<br>600 mm dia piles

od167898/2022_2023 : Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-30 of<br>specified diameter and length below pile cap, to carry a safe working load not less than specified,<br>excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and<br>temporary casing of appropriate length for setting out and removal of same and the length of the pile to<br>be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,<br>including removal of excavated earth with all its lifts and leads (length of pile for payment shall be<br>measured up to bottom of pile cap).<br>Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.<br>700 mm dia piles

od167899/2022_2023 : Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-30 of<br>specified diameter and length below pile cap, to carry a safe working load not less than specified,<br>excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and<br>temporary casing of appropriate length for setting out and removal of same and the length of the pile to<br>be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,<br>including removal of excavated earth with all its lifts and leads (length of pile for payment shall be<br>measured up to bottom of pile cap).<br>Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.<br>800 mm dia piles

od194040/2022_2023 : Carrying out initial vertical load tests as per relevant IS code including all arrangements<br>for measuring deflections and submitting report as per specification including making pile head for testing<br>at the required level, supporting / reaction arrangement ( including reaction piles/ soil/ rock anchors if any)<br>for the kentledge load.600 mm dia piles ( 2.5 times the theoretical design vertical load capacity of 120 tonne

od194712/2022_2023 : Carrying out static routine vertical load tests as per relevant IS coded including all<br>arrangements for measuring deflection and submitting reports as per specification and approved drawing<br>including making of pile head for testing the required level, supporting / reaction arrangement ( including<br>reaction piles/ soil/ rock anchors if any) for the kentledge load.600mm dia piles ( 1.5 times the theoretical<br>design vertical load capacity of 120 tonne

od193901/2022_2023 : Carrying out static routine vertical load tests as per relevant IS coded including all<br>arrangements for measuring deflection and submitting reports as per specification and approved drawing<br>including making of pile head for testing the required level, supporting / reaction arrangement ( including<br>reaction piles/ soil/ rock anchors if any) for the kentledge load.700mm dia piles ( 1.5 times the theoretical<br>design vertical load capacity of 170 tonne .

od193903/2022_2023 : Carrying out static routine vertical load tests as per relevant IS coded including all<br>arrangements for measuring deflection and submitting reports as per specification and approved drawing<br>including making of pile head for testing the required level, supporting / reaction arrangement ( including<br>reaction piles/ soil/ rock anchors if any) for the kentledge load 800mm dia piles ( 1.5 times the theoretical<br>design vertical load capacity of 220 tonne .

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.22A.6 : 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

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)

5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide

50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

Bidder Name

SREEKUMAR K S

SAAJCONSTRUCTIONS