MLA FUND-2023-2024

Amount

Doors and windows including removal of frames, hinges and fastenings including leaving the sites complete complying with standard specifications etc complete.

Brick / stone masonry in Cement mortar walls,add for every additional 3 m or part thereof over the initial height of 3 metre including leaving the sites complete complying with standard specifications etc complete.

Earth work exception for foundation in all solids and sub-solids to full depth as may be directed except in hard rock requiring blasting but inclusive shoring, structing and baling out water wherever necessary and filling the sides of foundation with excavated earth in layer of not more than 15cm thick well rammed and consolidated and depositing the surplus earth in all places shown by the department officers with initial lead and lifts etc. including leaving the sites complete complying with standard specifications etc complete.

Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS 23 & 24, V, VI (S2), VII, 9,10

Plain cement cement 1:4:8 Mix using 40 mm ISS Gauge HBG Metal including cost and conveyance of all materials to the work site including all labour charges for mixing,laying,ramming,consolidation and curing etc., complete as per standard specifications.

Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best fly ash Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications

Up to Basement

Ground floor ( Base + First Lift)

Collection, supply and filling with well gravel including cost and conveyance of all materials and stacking them at road side to departmental gauge for pre-measurement including all labour charges for filling etc., complete as per standard specification.

Supplying and erecting in the position of centering for sides and soffits including necessary supports and strutting upto 3.00 m high for plain surfaces with all cross bracings using mild steel sheet of 90 mm x 60 cm and or suitable size stiffened with welded-mild steel angle of size 2mmx25mmx3 mm for boarding laid over silver oax (country wood) joists of size 10 x cm x 6.5 cm spaced at about 90 cm centre to centre and supported by casurina props 10 mm to 13 cm dia spaced at about 75 cm center to center etc. complete complying with standard specifications and as directed the departmental officers.

For Grade Beam

For Coloumn

For Slab

Supplying, Fabricating and placing in position mild steel or deformed steel bars for all reinforced cement concrete items of work including cost of steel transporting straightening cutting, bending, cranking binding welding etc. Including cost of binding wire MS.chairs laps to fix the reinforcement in all positions, all labour and materials complete complying with standard specifications and drawings and as directed by the departmental Engineers.

Reinforced cement concrete 1:1.5:3 (One cement one point five sand and three hard broken stone) using 20mm guage broken hard granite stone jelly for all RCC, items of works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing cost and conveyance of all materials to the site and all labour charges for mixing and providing fixture like fan clamps in the RCC floor or roof slabs wherever necessary as directed by the departmental officers etc., complete complying with standard specification.

A) Upto Basement

B) Above Basement

Weathering course concrete using best quality broken jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) over the RCC roof slab in the proportion of brick jelly to lime being 32:12.5 by volume and laid over in a single layer and consolidated to the required design and finished thickness, beating the concrete stantly wetted by sprinking lime jaggery water as per standard specification etc., complete as directed by the departmental officers.

Finishing the top of roof one course of machine pressed tiles of size 20cm x 20x2cm of approved quality laid in cement mortar 1:3 (One cement and three sand) 12mm thick mixed with water proofing compound confirming to ISS by 2% weight of cement used and the joint pointed neatly to full depth of tiles with the same water proofing compound mixed with cement mortar, red oxide, etc., compete complying with standard specification.

Plastering with cement mortar 1:5 (one cement and five sand) 12mm thick in all floors including curing etc., complete complying with standard specification and as directed.

Plastering with cement mortar 1:3 ( One cement and three sand)10 mm thick including cost and conveyance of all materials to site including curing etc.,complete as per standard specification – 10m2

Plastering with cement mortar 1:3 mix to 20mm thick including cost and conveyance of all materials to site including curing etc.,complete as per standard specification – 10m2

Floor finishing with fully vitified tilles using best quality of fully vitified tiles of size 60cm x 60cm x 6mm over the base plastering cement mortar 1:3 mix, 20mm thick pointing with using white cement 4kg/10sq.mt. inculing cost and conveyance of all materials and all labour charges. Etc. complete.

Dadooing of walls with colour glazed tiles of size 300x200x6 mm finished thickness with c.m 1:2- and polished with same color cement including all cost and convene of all materials etc.,complete

Paving the Floor with scratch proof ceromic tiles of size 305x305x6mm finished thickness with c.m 1:3-20mm Tk and polished with same color cement including all cost and convene of all materials etc.,complete

Plastering with cement mortar 1:5 (one cement and five sand) 20mm thick in all floors including curing etc., complete complying with standard specification and as directed.

Plain Cement Concrete 1:3:6 Mix (one part cement, three part M-sand and six part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.

Painting the new walls two coats over one coat of priming with best Emulsion paint of approved colour and quality including preparation of surface and finishing neatly etc., complete complying with standard specification and as directed by the department officers etc., complete complying with standard specifications.

Fabrication , supply and fixing of Mild Steel Door/Window of any required size suitable to site condition using 3x35x5mm M.S.L. angle and shutter framme made of 25x25x5mm equal M.S.L angle for Horizondal and Vertical member and shutter frame strengthened by stiffness of MS flats and sections covered with 18 gauge M.S Sheet for Doors and Windows including cost and conveyance of materials , all charges for fabrication , fixing with furnitures etc complete as directed by the Deptl. Officers

Doors and windows

Providing UPVC (Un-Plasticized Polyvinyl Chloride) Door: Providing and fixing casement doors fabricated from unplasticized polyvinyl chloride (uPVC) sections. Profiles:The profiles should be three chamber system which provides high insulation properties with outer frame 60mm x 55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25 x 24 x 25mm steel reinforcement with a thickness of 1mm to have dimensional stability. The sash should be of 60 x 102mm. The mullion should be of 60 x 74mm. The profiles should have co-extruded seals. Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside.Glazing: The window system should be glazed with 5mm plain float glass / 6mm bison lam Installation: The profiles should be cut to length and welded 45 sqm degrees. The window should be designed such that the water drainage does not pass through the reinforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms electroplated screws into plug.

UPVC Ventilator Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered entilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work

Painting two coat for new iron works ushing best synthetic enamal paint of approved branded quality of paint over existing primer coat, etc., complete complying with standard specification (The paint should be got approved by the departmental officers before use on works).

Painting two coats over Block Board Paint with best approved best quality of synthetic enamel paint of approved colour over the existing priming coat etc., complete complying with standard specifications and as directed by the departmental officers.

Supply and fixing in position 22" Indian type water closet with foot reset includes "P" (or) "S" trap including cost and conveyance of all materials to site and all labour charges etc., to complete as per std.,specifications.

Supply and run of 2 of 1.5 sq.mm (22/0.3) PVC Insulated SC unsheathed Cu. Conductor of 1100 V grade on 7/20 GI bearer wire for service connection mains (SD.64)

Supply and run of 2 x 1.5 Sq.mm (22/.3) PVC Insulated SC unsheathed CU. Conductor of 1100 Grade in 25mm Dia GI Pipe (Glass “B”) suitably Bent of both ends with necessary angle iron upright and end supports for Mains (SD 69).

Supply and fixing of single box type 4’40W flu. Fitting complete with tube copper choke and condenser with TW round blocks on wall orceiling with flu tube with PVC unsheathed copper leads from terminal to the fitting(SD. 88).

Supply and fixing of WT bulk head fitting with guard (Philips /Bajaj / Crompton / K. Lite) suitable for incandescent lamp with 60 W bulb (SD.84)

Wiring with 2 x 1.5 sq.mm (22/0.3) PVC insulated unsheathed SC Cu. Conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with TW switch box and 5 A.F.T. switch in flush with wall with 3mm thick hylum sheet cover for making good of the concealed portion with suitable colour for PVC concealed light point / fan point (for electronic regulator) (SD. 24).

Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for 150 mm thick 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 pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MOST 406

Rubberised Interlocking Paver Block M40 grade providing and laying of 83mm thick heigh strength type confiriming IS 15658 - 2006 of Rubberised Interlocking Paver Block in required size of mininmum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flumying bore pattern with approved nin - sticking surface in the top and the rate including levelling the base cushion 150mm thick laying out the pavement cut the pieus to fit edge, vibrating pavers, sweeping transporting leading unloading as per standard specification.

D RAJKUMAR