Kinfra Techno Industrial Park, Kakkanchery, Malappuram -Construction of RCC retaining wall at Undeveloped SEZ area( Residential area)

Amount

RCC Retaining wall

2.6.1 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

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

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

5.9.1 centering and shuttering including strutting ,propping etc.and removal of formwork for : Foundations,footings,bases for columns etc.for mass concrete

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

5.22.6 Steel reinforcement for R.C.C work including straightening,cutting,bending,placing in position and binding all complete upto plinth level Thermo-Mechanically treated bars of grade FE-500 D or more

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 contentas per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, includingadmixtures in recommended proportions as per IS: 9103 to accelerate, retard setting ofconcrete, improve workability without impairing strength and durability as perdirection 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

5.35 Add for using extra cement in the items of design mix over and above the specifiedcement content therein

OD16296/2025-2026 Supplying and filling coarse aggregate of 20 mm size, compacting in layers, including all lead and lift, charges for laying all complete as per the direction of Engineer in charge

50.18.9.8.1 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement ,trenching, refilling & amp:testing of joints complete as per direction of Engineer in Charge ,75mm dia 6Kgf/cm2

50.18.9.10.1 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement ,trenching, refilling & amp:testing of joints complete as per direction of Engineer in Charge ,150mm dia 6Kgf/cm2

2.25 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.

ASHRAF CHEERANGAN (BID ID -2211294)

UTECHCONSTRUCTIONS LLP (BID ID -2211891)

P P ABDUL NAZIR (BID ID -2211486)

Bidder Name

MOHAMMAD KOYA BAPU

P P ABDUL NAZIR

ASHRAF CHEERANGAN

UTECHCONSTRUCTIONS LLP