MLA SDF Waiting Shed (2 Nos) Construction of new waiting sheds at Neeleeswaram junction in Kalady Malayattoor road and at Kaippattoor junction in Kalady Manjapra road at Kalady Gramapanchayath General Civil Work

Amount

waiting shed

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

OD198989/2022-2023: 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.

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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.

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

14.1.A.1.A:Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height up to 5m

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

13.3:Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

OD199124/2022-2023:Providing Water cutting 25mm wide and 15 mm thick in CM 1:3, including all labour, material, conveyance charges etc complete

OD210011/2022-2023:OD153267/2022-2023 Providing and laying water proofing treatment on Roof top by applying cement slurry mixed with water proofing cement compound including plastering with cement mortar 1:3 (1 cement : 3 fine sand ) 9mm thick floated hard and trowelled smooth including and labour ,material,conveyance charges etc complete.

OD71959/2023-2024:13.28.1 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) : 13.28.1 Flush Band

OD190134/2022-2023:11.49.1 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 500x500 mm

OD190135/2022-2023:13.45 Finishing walls with textured exterior paint of required shade: 13.45.1 New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm

55.23:Supplying and laying interlocking tile 80mm 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.

OD199454/2022-2023: 13.71. Lettering with black Japan pint of approved brand and manufacture as per the direction from department officers.

ABOOBACKER K H

Bidder Name

ABOOBACKER K H

ELDO ALIAS