Ward-38 Construction of Boundrywall in Bakarganj Khadd bareilly.

Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches. excluding royalty.( S.I. No.251)

Supplying of Earth for cutting or in embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance and cartage upto 8Km distance as directed by the Engineer-in-charge excluding royalty

Cartage of surplus malwa upto 5.00km.

Sand filling in plinth including supply of necessary quantity of sand from distance not exceeding 8km. from the site of work & including warering dressing etc.

Cement Concrete with 4cm 1.5" gauge approved stone ballast, approved coarse sand and Cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. Required for proper completion of the work.

RCC In Sub Structure Providing and laying in position ready mixed or site hatched design mix cement concrete for reinforced cement concrete work, using course aggregate and fine aggregate derived from natural sources, Portland Porzolana/Ordinary Portland Portland Slag cement, admixtures in recommended proportions as per IS. 9103 to accelerate retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying, curing. carriage for all leads, but excluding the cost of centering. shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete Note. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg/cum

RCC Work in Super Structure Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying, curing, carriage for all leads, but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re design the mix or bear the cost of extra cement, 5.33 2 All works above plinth level upto floor V level 5.33.21 Concrete of M25 grade with nunimum cement content of 330 kg/cum RATE (DSR Rate x 0.735x109/107) 9860-40 x 0.735x109/107

Centering and shuttering including strutting, propping etc. and removal of form for Foundation footings, bases of columns etc. for mass concrete

Columns, Pillars, Pier, Abutments, Posts and Struts

Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 504

Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 503

PVC Pipe 63mm for Weep hole

Mild steel or iron work of grill and stair case railling (When not included in an overall rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts and wastage etc. and there fixing if required for proper completion of work.

Fencing with R.C.C. post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I staples on wooden plugs or G1 binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) Payment to be made per metre cost of total length of barbed wire used With G.I barbed wire

Apply priming coat over new steel and other metal surface after and including preparing the surface throughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes, fine steel/wood scrappers sand papering and knotting including cost of all materials, labour abd T&P etc required for proper completion of the work.

Painting first coat over priming coat(but excluding cost of priming coat) on wood or steel and other metal surface with superior synthetic enamel standard make brushing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter sand papering and stripping including cost of all materials labour, T&P etc required for the proper completion of the work

Same as in item above but for every subsequent coat after first cout on wood or steel surface with paint of Superior quality

Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) as per D.S.R. 13.46.1

Supply and laying of empty cement bags filled with local earth sand and carriage up to site of work including stiching loading and unloading stacking and also including supply of all material labour T&P required for proper completion of the work etc as per direction of Engineer In charge

Providing cost of dewatering including cost of boring. laying of 4" dia P.V.C. Pipe, Hire charges of 7.50 K.V. Deisal pumping Set, Hire Charges of PVC. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also including wages of repairing leakage during operation with hire charges of tractor including loading and unloading of pumping set

Providing Barricading for three days with sall ballies having vertical posts (dia 10-15 cm) at distance 2.1 mtr. e/e and horizontal ballies (dla 7.5 to 10 cm.) in 3 rows including digging holes for fixing vertical post and binding with nariyal rope complete Height of vertical post should not be less than 1 8m above ground level and it should be minimum 0.45m belaw ground level. The job work includes erection & dismantling of barricades and also includes reffilling of dugged holes after dismantling of horricadae

Misslenious nwork if required as per site required take permission than apply