Execution of work under MW (Cons.) Repairing and Restoration of the Fort Walls (Collapsed Portion) at Moti Daman

Towards demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)

Towards the earth work by mechanical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and for all lift: All kinds of soil (Including all the materials & labour charges etc. complete as direction by site in charge)

Towards laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level: 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Including all the materials & labour charges etc. complete as direction by site in charge)

Towards dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete (Including all the materials & labour charges etc. complete as direction by site in charge)

Towards Lime Concreting on floor/ roof with lime concrete (2:2:7) (2 lime putty: 2 surki: 7 brick khoa) laid to proper slope, thoroughly beaten and cured including top finishing all complete as per direction of Site in charge). (Including all the materials & labour charges etc. complete as direction by site in charge)

Towards random rubble masonry with hard stone in below the plinth level including levelling up with Lime mortar 1:1:1 (1 Lime putty: 1sand:1 Surki) at Fort wall. (Including all the materials & labour charges etc. complete as direction by site in charge)

Towards coursed rubble masonry with hard stone in superstructure above plinth level and up to floor five level, including levelling up with Lime mortar 1:1:1 (1 Lime putty: 1sand:1 Shukri) at Fort wall. (Including all the materials & labour charges etc. complete as direction by site in charge)

Towards providing and fixing double scaffolding system(cup lock type) on the exterior side of building/structure ,up to 25metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm Dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note: - (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. (Including all the materials & labour charges etc. complete as direction by site in charge)

Towards filling available excavated earth (excluding 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 and for all lift.. (Including all the materials & labour charges etc. complete as direction by site in charge)