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| 1 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil each |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 4 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted withspecial shaped washers etc. complete. Hot finished welded type tubes |
| 5 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 6 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 7 | R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge (cost of earth works in excavation, concrete works in foundation to be paid separately). |
| 8 | Traditional brick masonry in Modular common burnt clay bricks of class designation 7.5in lime mortar in super structure up to floor V level in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 coarse sand) |
| 9 | Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete, for span up to 6 meters with Modular common burnt clay bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime putty: 1 surkhi : 1 coarse sand). |
| 10 | Plastering the internal and external surfaces using traditional lime mortar 1:1:1 (1 lime putty : 1 surkhi : 1 coarse sand) mixed with organic additives such as aloevera/ jaggery including ramming of the plaster work till the shrinkage cracks disappears and curing complete. ( Lime plastering in layers up to 125 mm thickness to match with the original and Upto a height of 12m.) |
| 11 | Providing and fixing Red sand stone 40 mm thick finedressed stone flooring over 20mm (average) thick base of combination mortar 1:1:1 ( 1 lime: 1 surkhi: 1 coarse sand) ,including pointing with combination mortar 1:1:1 (1 lime: 1 surkhi: 1 coarse sand)with an admixture of pigment to match the shade of stone. |
| 12 | Providing and fixing red sand stone members of different shape as carving brackets, beam & Jali etc. including simple moulding carving and make shape as per original including chiselling out bit by bit old decayed stone without disturbing to the adjoining stone and including supply of all materials T&P etc. required for proper completion of work. |
| 13 | Desilting of ghatby manualas per site condition and disposal of the same within site area as per direction of Engineer-in-charge i/c ramming of disposed silt/soil and all its T&P necessary as per site requirement and as per direction of Engineer-in-charge. (Note:- Work will be done by Manual only) |
| 14 | 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 spring core 2.5 mm thick wire of high tensile strength of 165 Kg./sq.mm with tape 0.52 mm thick and weight 43.478 gm/metre, between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. 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 RBT used. |
| 15 | Hiring of Hydraulic Excavator(3D) including operator, lubricant, fuel and other relevant tools & plants ,breaker etc. all complete as per directions of Engineer in-charge. (Shift of 8 hours) |
| 16 | Providing Tractor & trolley with driver and fuel all complete as per direction of Engineer-in-charge. |
| 17 | Correction factor 0.973 |
| 18 | Note:1) Contractor shall follow the relevant NGT, DPCC orders, and or any other govt. authority enforcing environmental and pollution control orders and if any fine/penalty/challan is imposed by any government agency, the cost of the same shall be solely borne by the contractor. |
