Construction Of Boundry Wall At Office Of Executive Engineer Light Machinery And E_M Division Narmadapuram.

Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M 25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, cement concrete and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : Note: - The minimum grade of concrete to be used for piling shall be M-20 and the minimum cement content shall be 400 kg/m3 in all condition. 250 mm diameter piles and all leads and lifts including cost of all materials and as per specification of MPPWD

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil and all leads and lifts including cost of all materials and as per specification of MPPWD

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 4.1.2 With 40mm nominal size graded stone aggregate. M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone regate) and all leads and lifts including cost of all materials and as per specification of MPPWD

Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M 20 Nomial mix . and all leads and lifts including cost of all materials and as per specification of MPPWD

Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: M 20 –Grade Concrete and all leads and lifts including cost of all materials and as per specification of MPPWD

Centering and shuttering in cluding strutting, propping etc. and removal of form and all leads and lifts including cost of all materials and as per specification of MPPWD for: Foundations, footings, bases of columns, etc. for concrete upto plinth level

Columns, Pillars, Piers, Abutments, Posts and Struts

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc complete Thermo-Mechanically Treated bars. FE 500 D or more conforming to IS 1786 and all leads and lifts including cost of all materials and as per specification of MPPWD

Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002 i,n super structure aboveplinth level up to floor II level in 6.7.2 Having 75 kg / cm2 average compressive strength. Cement mortar 1:6 (1 cement : 6 sand) and all leads and lifts including cost of all materials and as per specification of MPPWD

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size). and all leads and lifts including cost of all materials and as per specification of MPPWD

12 mm cement plaster of mix : 1:6 (1 cement : 6 sand) and all leads and lifts including cost of all materials and as per specification of MPPWD

Forming groove of uniform size 20 or 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :

Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type Bincluding jointing withsealringonforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. 110 mm diameter (minimum wall thickness 3.2mm) and as per specification of MPPWD

Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. and all leads and lifts including cost of all materials and as per specification of MPPWD

White washing with lime old work to give an even shade Two coats two or more coats and and all leads and lifts including cost of all materials and as per specification of MPPWD