Construction of Overhead tank (20KL) and Supply and laying of Granular Sub-base around the yard of CPC buildings(Cold store,Deep freezer, and Deboning) at KSIDC Mega Food Park, Cherthala, Alappuzha District, Kerala

Amount

Construction of granular sub-base around Cold store , Deep freezer and Deboning Buildings.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge -With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Construction of 20 KL Over head tank for Cold store Building .

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

supplying and finishing in plinth with M-sand under floors, including watering, ramming,consolidating and dressing complete.(item no.2.27)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement Concrete grade 1:4:8 (Nominal Mix) with 40mm maximum size of stone aggregate(item no.4.1.9)

Providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, ncluding 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. Up to plinth level

Providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, ncluding 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. All works above plinth level upto V level

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

Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts

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

Centering and shuttering including strutting, propping etc., and removal of formwork.Suspended floors, roofs, landings, balconies and access platform

steel reinforcement for RCC work including straightening,cutting,bending, placing in position and binding all complete above plinth level using TMT bars

Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

MASONRY WORKS : 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 with thickness 20cm in: CM 1:6 (1 cement : 6 coarse M-Sand) etc complete.,

FLOORING WORKS : 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarses and : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

ROOFING WORKS : Providing and laying pressed clay tiles ( as per approved pattern 20mm nominal thickness of approved size) on roofs jointed with cemnt mortar 1:4 ( 1 cement : 4 coarse M-Sand) mixed with 2 % intergral water proofing compound, laid over a bed of 20mm thick cement mortar 1:4 and finshed neat complete.

Cement plaster with fine M-Sand of 12mm thick using cement plaster of mix of 1:6

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick water proofing

Providing and fixing soil, waste and vent pipes :

Slotted cowl (terminal guard) CI 100 mm dia

Supply and fixing Water Level Indicator with control mechanism.

Providing and fixing PVC encapsulated rungs of 300mm wide, 250 mm projected length and 100mm embedded in concrete.

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :Serrated with central bulb (225 mm wide, 8-11 mm thick)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer

Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm)over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.

Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multichambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket,stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm).

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover

PAN PACIFIC ENGINEERING SERVICES PRIVATE LIMITED

Outlook Communications (P) Ltd

R. Sajikumar