GENERAL MLA ADS General Civil work Construction of footpath and hand rail in Edappally Pookkattupady road from Judgemukku to Seaport Airport Road for a length of 250m work General Civil Work

Amount

Appendix .1 Dismantling, clearing site

2.4.1.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres - Cement Concrete Grade M-15 & M-20. - By Manual Means

2.3.1.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Manual Means

OD57762/2023-2024:Engaging Scavenger for clearing accumulated silt, shoulder clearing etc.

OD57763/2023-2024:Bailing out water using 5HP motor and pump set conveyance charges,cost of oils etc.complete

OD57920/2023-2024:Hire charges for JCB.

OD57922/2023-2024:Hire charges for Tipper

OD57924/2023-2024:Jetting culvert of 600mm to 1500mm using water jetting using heavy type pumpset and hose 4", 3", 2" including conveyanc of pump,loading etc. complete a per the direction of Engineer in Charge.

OD57925/2023-2024:Engaging heavy load Mazdoor for removing and replacing RCC cover slab.

OD59342/2023-2024:Engaging labour for various activities

Appendix 2.Providing footpath & Hand rail

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

OD78021/2024-2025:Laying at or near ground level factory made kerbstone of M25 grade cement concrete in position to the reuired line, level and curvature jointed with cement mortar 1:3(1 ement:3 coarse sand) including making joints with or without grooves (thickness of joints except sharp curve shall not be more than 5mm) including making drainage opening wherever reuired etc. complete as per direction of Engineer in charge (length of finished ker edging shall be measured for payment). Precast CC kerb stone shall be approved by Engineer in charge)

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

OD58087/2023-2024:Providing and laying tactile tile (For vision impaired persons as per standards) of size 300 x 300 x 60mm having with water absorption less than 0.5 % and conforming to IS :15622of approved make in all colours and shades in for out door floor such as footpath, courtyard, multi model locations etc. laid on 6mm metal having thickness of 5mm IN ALL SHAPES AND PATTERNS INCLUDING GROUTING THE JOINTS WITH WHITE CEMENT MIXED WITH MATCHING PIGMENTS ETC. Complete as per direction of Engineer in Charge

OD58088/2023-2024:Precasting placing in position 125mm dia bollards 600 mm high of required shape, including providing M.S. Pipe Sleeve 50mm dia 300 mm long in the Bollard and M.S Pipes 40 mm dia and 450 mm long with 150 x 150 x 6 mm plate welded at bottom and embeded 150 mm in cement concrete 1:3:6(1 cement : 3 Coarse sand :6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250 x 250 x 450 mm deep for the same in bitumen/ concrete pavement at specified spacing

OD1809/2024-2025:Supplying and fixing GI handrail 50mm round tube hollow vertical post and base and 3 meter center to center interval. Top handrail 50mm round tube horizontal pipe railing 30cm c/c vertical 25mm round tube with ring base alternatively fixing in concrete and 3 Nos. 25mm round tube horizontaly welding with vertical round post including all cost of material, fitting and labour charges, fixing in concrete and painting etc. complete as per the direction of departmental officers.

8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

8.9.A:Providing and applying two coats of Epoxy paint of approved brand on steel surface after through cleaning of surface to give an even shade

OD78126/2024-2025:Supplying and laying interlocking tile 60mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.

AFKAR ENTERPRISES

N.S NIYAS m/s VEEKAY GROUP

Bidder Name

N.S NIYAS m/s VEEKAY GROUP

shamsu nk

AFKAR ENTERPRISES