Preparation of entrance for automatic parking system at marine drive ground

Amount

ENTRANCE

15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)

15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.

50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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.

50.2.33.5 : Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.

50.6.1.4 : 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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

od104179/2024_2025 : Engaging labour for petty repair-coolie

od104180/2024_2025 : Engaging JCB for clearing and levelling site

od104187/2024_2025 : Providing and laying factory made chamfered edge Cement Concrete paver blocks<br>in heavy traffic drive ways of required strength,<br>thickness & size/ shape, made by table vibratory method using PU mould, laid in<br>required colour & pattern over 50mm thick compacted bed of coarse sand (zoneIII), compacting and<br>proper embedding/laying of inter locking paver blocks into the sand bedding layer<br>through vibratory compaction by using plate vibrator, filling the joints with sand and<br>cutting of paver blocks as per required size and pattern, finishing and sweeping<br>extra sand. complete all as per direction of Engineer-in-Charge.100mm thick CC paverblock ( as per 16.68)

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

16.82 : Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

od120955/2024_2025 : Demolishing Solid Block masonry in cement mortar 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.

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

16.78.1 : 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

od199012/2024_2025 : Precasting placing in position 125mm dia Bollards 600mm high of required shape, including providing M.S pipe sleeve 50mm dia 300mm long in the Bollard and M.S pipes 40mm dia and 450mm long with 150x150x6 mm M.S plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size ),including necessary core cutting at the granite / concrete pavement at specified spacing.

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

2.33.2 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

jazir sabah (BID ID -2064155)

ABDUL RASHEED A I (BID ID -2064202)

Bidder Name

jazir sabah

ABDUL RASHEED A I

DELMANN CONSTRUCTIONS