Zone-3 Tajganj Construction of a roof at Sethi Temple on Mustafa Quarters Road.

Class-150 brick work in 1:4 cement and coarse sand, mortar in Super Structrure including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapte No. 06 S.I. No. 305)

12mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive. (c) 1 cement : 4 Coarse sand. (Chapter No. 13 S.I. No.-582(ii))PWD Shedule

Providing and laying integral cement based water roofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat ement using 2.75 kg/sqm of cemenl admixed with water prooting compound conforming to lS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken ricks/brick bats 25 mm to 115 mm size with 50% of cement mortar '1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm lhick layer of cement mortar of mix 1:5 (1 cemenl :5 coarse sand ) admixed with water prooflng compound conforming to lS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding ofjunctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to lb : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to lS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and flnally finjshing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test."All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65mm (Chepter-11-Si.No. 22.70)

Mild steel or iron work in heavy sizes such as trusses. Built up gates record rack, roof work. Gates etc. Brought to required form including drilling holes riveting or welding where necessary and also including supply of steel, bolts, nuts wastage etc. And their fixing required for proper completion of the work. (S.I. No. 503)

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under: Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane: 3 mm thick (Chapter-11 PWD.Si.-14.91)

10 cm thick (average) mud Phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cem;nt mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S.(non modular) brick tile of class designation 10. (Chp.-11-Si.No.-12.16)

Providing and laying Cement Concrete in 1:2:4 of not less than strength of M-150 stone grit (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(5-Chapter SI.No.279(a))PWD Shedule

Paint of the two coat over priming coat including cost of priming coat new steel gril etc. all complete.(15-Chapter Sr.No.1b+2a+2b)

Finishing wall with sandlex matt. Coat over a priming coat of water proof Cement paint of approved quality such as super "Snowcem Durocem" Super quality of required shade on undercoated wall surface to give an even shade after throughly brushing the surface to remove all dirt and remains of loose powdered material including curring the cost of all material, labour, T&P etc. complete. (Chapter No.15 SI. No.21 New)

Sub Total (A)

Add/Deduction Rs. For Estimate Figure Amount Match

Grand Total