Construction of Park Boundary walls at Bankers Enclave in Ward No. 18

Earthwork excavation of foundation in all kind of soil within 50 mtr initial lead, 1.5 mtr initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30mtr depths and as per specification and direction of E-I-C.

Supply and filling in foundation and plinth with river sand, in layers including watering, with cost, conveyance, royalties, and taxes of all materials, cost of all labour, carriage of water, sundries T & p required for the work etc all complete as per the specification & direction of E-I-C

Cement concrete in prop. (1:4:8) in foundation using 4 cm size HGCB metal of quality from approved quarry washed and cleaned including hoisting, lowering, laying concrete, ramming, watering, curing etc to required level lincluding cost, conveyance, royalties and taxes of all materials, shoring, shuttering and dewatering with cost of all labours, hire and running charges of washing pumps, sundries and T & P such as concrete mixer, concrete vibrator required for the work etc, complete as per specificationand direction of E-I-C

RCC M-25 with 20mm size downgraded CBHG chips including all cost, conveyance, royalty and taxes etc. complete of all materials to work site as per the specificatiosn approved by the department and the directions of the Engineer-in-Charge

Straightening, cutting, bending and binding, welding and jointing (if necessary) coiled/bent up M.S. rods/Tor Steel/deformed rods etc. including hoisting, placing in position, tying the grills binding with 18 to 20 guage binding wire required for R.C.C. work including cost, conveyance, taxes of all materials, cost of all labour, T&P etc. as required for the work complete (weight of binding wires will not be considered) as directed by Engineer-in-charge. (Payment will be made on actual weight of M.S. rods or Tor steel linear measurements of rod for finished item of works etc complete as per direction of EIC

Fly ash brick masonry in C.M. (1:6) in founadtion & plinth using 25cm x 12cm x 8cm brick having crushing strength not less than 75 Kg / cm2 including all cost, conveyance,royalty & taxes etc.compete of all materials to work site as per specification approved by the department & direction of Engg-in-charge.

Fly ash brick masonry in C.M. (1:4) in super structure using 25cm x 12cm x 8cm brick having crushing strength not less than 75 Kg / cm2 including all cost, conveyance,royalty & taxes etc.compete of all materials to work site as per specification approved by the department & direction of Engg-in-charge.

12mm thick C.P. in C.M.(1:4) over brick masonary to the smooth surface including watering, curing, cost, carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C.

6mm thick C.P. in C.M.(1:4) over brick masonary to the smooth surface including watering, curing, cost, carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C.

Painting 2 coat weather coat over a coat of primer including cost of material and labour charges etc complete.

Supplying fitting fixing of M.S Grill gate including cost of material & labour charges etc complete as per direction of EIC.

Painting 2 coat enamal paint over a coat of primer including cost of material and labour charges etc complete.