Re Etender Annual Plan-Irinjalakkuda BP 2024-2025-Anandapuram CHC Compound Wall Construction

Amount

Anandapuram CHC Compound Wall Construction

15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

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

OD171642/2024-2025:DR with Departmental stone- DRY RUBBLE MASONRY - Dry rubble without concrete levelling course using departmental rubble including packing to compactness to line and levels ,labour charges etc.complete as per directions of Departmental officers at site

OD171643/2024-2025:DRY RUBBLE MASONRY - Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to line and levels cost and convenience of all materials labour charges etc. complete as per directions of Departmental officers at site

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

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

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

50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

14.43:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

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

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

OD188120/2024-2025:Supplying and fixing in position stainless-steel letters in Malayalam/ English of size 5 to 10 cm as per design including cost of all fitting etc.(cost of board and frame work shall be paid separately)

OD188084/2024-2025:Supplying and fixing in position stainless-steel letters in Malayalam/ English of size 10 to 20 cm as per design including cost of all fitting etc.(cost of board and frame work shall be paid separately)

OD209746/2024-2025:Supplying and fixing at site Aluminium Composite Panels (ACP) of approved make and colour certified for exterior applications, 3mm thickness with 28 to 30mm microns PVDF coating confirming to ASTM standard with top aluminium skin of 0.25mm and with a bottom aluminium skin of 0.25mm with service coating of polyester paint, laminated to a centre core of 2.5mm single recycled low density polyethylene material. The panels shall be cut to sizes of required grid dimensions(minimum grid size 450*450 mm) with the site condition. The panel shall be fixed on pre-fabricated frame work using 38mm*25mm*1mm thick Aluminium extruded sections of approved make joined with standard cleats and fasteners. The gaps formed between the panels shall be sealed with silicone sealant, Hinges for openings shall provide separately if needed. The rate inclusive of cost and conveyance of all materials labour for erection, hire charges of scaffolding etc. complete.(DP)

OD210119/2024-2025:Engaging labour

OD233659/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method at once and compacting with Plate vibrator to achieve the desired density

OD210236/2024-2025:Flooring with Interlocking cabbles 80mm thick (premium) Minimum strength 4 kg/cm2 over a bed of 6mm metal filling in 50mm average thick and compacting using earth hammer /compacting machine hand operated including cost and conveyance of all materials labour charges, , pointing edges etc complete.

4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade

16.21:Engraving letters in hard stone

Bidder Name

M O DAVIS