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| 1 | Name of the Monument / Site: Thousand Pillar Temple, Hanamkonda |
| 2 | Provision for carving, three line dressing into required ornamental sizes and shapes including procurement of new huge granite stone blocks of required sizes and shapes including 25% wastage of stones matching with monument in nature, texture and colour to be fixed in place of missing ornamental stone members of adhistana, kakshasana, pillars of kakshasana with bases, capitals, roof beams , floor and roof slabs of Kalyanamandapa and matching with original existing pattern by skilled artisans etc. all complete including charges for accommodations etc. all complete item of work as directed by departmental officials for 1.00 cubic meter: Quantity will increase or decrees as per site condition. |
| 3 | Provision for resetting of available and new ornamental stone members of adhistana, kakshasana, pillars of kakshasana with bases, capitals, roof beams, floor and roof slabs of Kalyanamandapa as per the pre documentation and drawings before removal as per traditional methods adopted similar kind of restoration adapted during previous restoration as per original existing pattern by skilled artisans etc. all complete including charges for accommodations etc. all complete item of work as directed by departmental officials for 1.00 cubic meter: Quantity will increase or decrees as per site condition. |
| 4 | Provision for Hiring of 16T capacity Hydraulic Crane at Site and stock yard for loading and unloading, lifting for positioning, transport to site of work and setting in required orientation of the ornamental members etc., inclusive of Hire charges, crew charges and fuel charges etc., complete as directed on monthly basis/weekly basis/daily basis as per the site requirement in Hours:Quantity will increase or decrees as per site condition. |
| 5 | Provision for Hiring of STATIC Crane (30T - 50T) with High boom to work at site of Kalyanamandapa for lifting for positioning, transport to site of work and setting in required orientation of the ornamental members etc., inclusive of Hire charges, crew charges and fuel charges etc., complete as directed on monthly basis/weekly basis/daily basis as per the site requirement in hours:Quantity will increase or decrees as per site condition. |
| 6 | Provision made filling the joints between roof slabs having minor width to full depth of joint (Approximate depth 0.30m) with Lime Mortar 1:1:1 (1 Lime: 1 Sand: 1 Surkhi) after properly secured the joint bottom with necessary support like wooden or iron shuttering temporarily till filling the joint and mortar become enough hard and including removing the shuttering after setting completes including cost of materials, labour charges, loading, unloading, conveyance, taxes etc. all complete as per the directions of department officials. 10% area considered for estimation purpose for 1.00 cubic meter:Quantity will increase or decrees as per site condition. |
| 7 | Provision made for providing lime concrete with Lime Concrete 1:1:1:4 (1 Lime: 1 Sand: 1 Surkhi: 4 parts 63mm/50mm/40mm brick aggregate) with 63mm/50mm/40mm brick aggregate on the roof required gradient to dispose rain water immediately including cost of materials, labour charges, loading, unloading, conveyance, taxes etc. all complete as per the directions of department officials (average thick ness is considered for estimate purpose) for 1.00 cubic meter: Quantity will increase or decrees as per site condition. |
| 8 | Provision made for providing lime concrete with Lime Concrete 1:1:1: 3 (1 part Lime: 1 part Sand: 1 part Surkhi: 3 parts 20mm brick aggregate) with 20mm brick aggregate on the roof required gradient to dispose rain water immediately including cost of materials, labour charges, loading, unloading, conveyance, taxes etc. all complete as per the directions of department officials (average thick ness is considered for estimate purpose) for 1.00 cubic meter: Quantity will increase or decrees as per site condition. |
| 9 | Provision made for providing finishing coat with Lime Mortar 1:1:1 (1 part Lime: 1 part Sand: 1 part Surkhi) in 20mm thick plastering including cost of materials, labour charges, loading, unloading, conveyance, taxes etc. all complete as per the directions of department officials for1.00 square meter: Quantity will increase or decrees as per site condition. |
| 10 | Provision for documentation including digital drawings, surveys, drone and video photography etc.: Quantity will increase or decrees as per site condition. |
| 11 | Provision made for purchase of tools and plants for work execution tolls lime stonecutting blades, drilling bits etc., when necessity arises as per the actual during execution of work: Quantity will increase or decrees as per site condition. |
| 12 | Provision for engaging site supervisor for regular day to day supervision of the work minimum with Diploma in Civil Engineering qualification: Quantity will increase or decrees as per site condition. |
| 13 | Earth work by 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 of all kinds of soil: Quantity will increase or decrees as per site condition. |
| 14 | Provision made for providing lime concrete in 1:1:1: 4 (1 part Lime: 1 part Sand: 1 part Surkhi: 4 parts 20mm Stone aggregate) with 20mm Stone aggregate bed in 20 cm thickness on the floor required gradient to dispose rain water immediately including cost of materials, labour charges, loading, unloading, conveyance, taxes etc. all complete as per the directions of department officials (average thick ness is considered for estimate purpose) for1.00 cubic meter: Quantity will increase or decrees as per site condition. |
| 15 | Provision made for providing rough dressed Granite Stone apron around the temple and Kalyana Mandapa in 20 cm thickness on the floor required gradient to dispose rain water immediately including cost of materials, labour charges, loading, unloading, conveyance, taxes etc. all complete as per the directions of department officials (average thick ness is considered for estimate purpose) for1.00 cubic meter: Quantity will increase or decrees as per site condition. Level) after deductions Qty 1700.761- 450.328= 1250.433) Please Enable Macros to View BoQ information |
