Construction of New 2 LL capactiy Sump with Pump Room for Vaniyambadi Road OHT at Tirupathur Municipality

Earthwork excavation in sand, silt other loose soil wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth etc. with an initial lead of 10m and lift of 2m. and as directed by departmental officers

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

Random rubble masonry in cement motor 1:5 (one Part of cement, Five part of Sand) mix using all granite stones and bond stones for foundation and basement from approved quarry including watering, curing, and labour charges etc., completed as per standard specification

Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Below GL

Above GL

Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over Silver Oak joists of size 10cm X 6.5cm space at 10cm c/c and supported by Casurino Props 10cm - 13cm spaced at 75cm c/c etc., complete and as directed by Departmental officers For Plane Surface

For Curved Surface

For Curcular Column

Supplying, fabricating and placing in position of RTS rods for reinforcement including cost of steel and binding wire, labour charges etc., complete for RCC works and as directed by Departmental oficers

Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification Upto basement:

Above Basement:

Plastering with CM 1:5 ,12mm thick for outside walls complying with standard specification and as directed by the Departmental Officers.

Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)

Special ceiling plastering with CM 1:3 mix 10mm thick complying with standard specification and as directed by the Departmental Officer

Weathering course with concrete broken brick jelly of 20mm size in pure slaked lime (No sand to be used) over roof slab the proportion of brick jelly to lime being 32:12.5 for required depth of 80mm for giving required slope and thickness to roof as equired will beaten with wooden beaters etc., complete and top finished with pressed tiles complying with standard specification and as directed by the Departmental Officers.

Finishing the top of roof with one course of machine pressed tiles of size 200 mm x 200 mm x 20 mm of approved quality in Cement Mortar 1:3 (One Cement add three sand) 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete

Manufacturing, Supplying and fixing inposition of Mild Steel Door using outer frames of size 40x40 x6mm and shutters with 18G CRC sheet in center portion and finishing with necessary locking arrangements, painting with primary coat as directed by size 1.20x2.10M = 2.52M2 departmental officer etc. complete.

Manufacturing, supplying and fixing in position of MILD STEEL WINDOWS with openable shutters, outer frames and shutter frames shall be made out of steel sections conforming to I.S. 7452/1990. The outer frames and shutter frames of windows made out of ' Z ' section ( F.7D ) of size 25 X 20 X 3mm and confriming to I.S.7452/1990. Mullions are made out of ( F.4B ) ' J ' sections of size 46 X 25 X 3mm and confriming to I.S. 7452/1990. The shutter shall be individual and each of them can be operated seperately. Sash bars shall be made of " T " ( T 2 ) of size 25 X 25 X 3mm. Four numbers of 40 X 40 X 3mm angel hold fasts of 230mm length should be welded to the outer frame of sturdy hinges and one number of handel-cum-latch of special type shall be left for its easy operation. One number of adjustable wind stay with locking bracket of sufficient length shall be provided for each shutter. Mild steel square guard bars of 12mm size shall be welded to the inner face of the window at equal intervals not exceeding 100mm spacing and 18G CRC sheet for shutter panes and welded with shutter frame.

Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators 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 coats with approved cement paint over cement plastered wall surface (outside) including cleaning, preparing the surface and curing etc., complete and as directed by the Departmental Officers.

Painting two coats with ready mixed Plastic Emulsion Paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.

Supplying and fixing in position of 110 mm OD PVC rain water pipe from top of roof slab to G.L. with specials etc. complete and as directed by Departmental officerso

Providing and fixing of cut stone (Rough dressed) set in CM 1:3 of size 0.45 X 0.45 X 0.15M at site including cost of all materials, labour charges, curing etc., complete and as directed by Departmental Officers.

Providing 110 mm PVC Ventilating Cowl using 20mm HBG stone including cost of all materials, centering, shuttering, strutting,reinforcement, placing of concrete, finishing, curing and fixing in position on the roof slab with mosquito proof net arrangement and etc., complete and as directed by Departmental officers

Supply,Delivery and fixing of 0.60m x0.60m Size CI Manhole frame with cover of following size including cost of all materials, fixing of MS clamps,Bolt and nuts etc.,complete and as directed by Departmental Officers.

Providing pipe connection work for SR Rate including supply & laying of pipes, specials and valves etc., complete and as directed by Departmental officers

Refilling the foundation with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directed by Departmental Officers.

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