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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Superintending Archaeologist, Archaeological Survey of India, Jaipur Circle, 70/133-140, Patel Marg, Mansarover, Jaipur-302020 Name of Work – Conservation and restoration of various temples (Phool Devra, Nagadev, Gadia, Sardev Mata) at Atru, Distt. Baran (complete work) Contract No: F. No.3/115/JPR/2025-26-W-1 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description of items an specification work to be executed Item Code / Make Quantity Unit Estimated RateinRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE Per Unit of Each Item including All Taxes Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT including All Taxes Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT including All Taxes |
| 2 | Description of items and specification of work to be excuted. |
| 3 | Providing and fixing double scaffolding system (cup locktype) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m center to center, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required 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. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. |
| 4 | Carefully removal of out of plumb/ hanging / disturbed / stone members from inner core of Shikhara Portion etc by appropriate techniques i.e using Derrikpole with chain pully including stacking them properly and numbering them etc very carefully to avoid any mishappening and without causing any damage to thestone members etc complete. |
| 5 | Carefully dismantling of sunken/ dislodged stone members of mandapa and sourrounding platform of garbha grah etc. complete. |
| 6 | Procurement of new sand stone (hand chiseled surface on both upper and lower side) (0.50x0.40x0.30 /2.00x0.30x0.30) for inner core masonry from Bijoliya Quarry to working site (Phool Devra Temple and Sardev Mata Temple) with transportation charges including loading and unloading etc. complete. Actual size of sand stone blocks will be as per the instruction of site in charge. |
| 7 | Restoration of inner core masonry of temple with special size sand stone blocks with appropriate techniques i.e. derrick pole and chain pully by experience workers with lime surkhi mortar (1lime : 1 Surkhi: 1 C. Sand) mis with adhesive material like belgiri, jaggery (gud), babool gumincluding curing etc. complete |
| 8 | Making the area workable by removing weeds including uprooting of rank vegetation, grass, brush, wood, trees saplings of girth up to 30cm measured at a height of 1m. Above ground level and removal ofrubbish with all lead and lift outside the periphery of the area cleared etc. complete as per direction given by the engineer in-charge. |
| 9 | Digging carefully and very slowly and exposing fallen and scattered architectural fragments here and there including sorting out stone member and stack properly in systematic manner over wooden plank etc. complete as per direction provided by engineer in-charge. |
| 10 | Procurement and supply at Sardev Mata Temple of fly ash Autoclaved aerated cement (AAC) blocks block size (7\\"x7\\"x7\\" and 24\\"x8\\"x8\\") for using in place of missing architectural fragments during trial assembling and acess the quantum of missing temple architectural members. |
| 11 | Procurement of new stone for veneering of Shikhara portion from Bijolia quarry including transportation from Bijolia quarry to Gangsaw for cutting the stones (sizeaccording to site in-charge) and transportation from gang saw to working site (Sardev Mata Temple and Phool Devra Temple). The blocks shall be dressed and cut inthe traditional shikhara pattern, gradually tapering upwards according to adjoining stone members, and shaped from the bottom and top in such a manner that they interlock and fit securely in position. |
| 12 | Cutting/ chiseling and Draw geometrical design / carved pattern on new stones as per matching the original pattern etc complete. |
| 13 | Carefully mending thecracked/broken/missing heavy stone block by appropriate techniques using stainless steel pin/dowels/clamp with epoxy solution mixed with stone dust of same stone including drilling hole, cutting channel finishing etc. complete. |
| 14 | Initial reassembling of sorting and lifting sand stone blocks of shikhara by trial and error method with the help of conjectural drawing & photo documentation and to the assess the quantum of missing / mending work of structure and complete for its final restoration work. |
| 15 | Restoration of Shikhara and Mandapa portion with available old/ new stone members as per original by appropriate techniques i.e. using derrik pole with chain pully very carefully without damaging the adjoining structure with well experienced workers including making holes for fixing SS clamp/dowels etc complete. |
| 16 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by manual/mechanical means with lead approx. 500mtr avg. and lift approx. 20mtr, including loading, transporting, unloading to approved municipal dumping ground or asapproved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 17 | T&P articles required during execution of the work for safety etc.First Aid Box |
| 18 | Cotton Mask for labour |
| 19 | Plastic Goggles for labour |
| 20 | Sling (3 tonne capacity) |
| 21 | Air Blower |
| 22 | Diamond Chisel (as directed by site-in-charge) |
| 23 | Umbrella |
| 24 | Tirpal 15x12m |
| 25 | Tirpal 10x10m |
| 26 | Manila Rope |
| 27 | Jute Rope |
| 28 | Coir Brush |
| 29 | Plastic Brush |
| 30 | Steel Scale 2’ |
| 31 | Spirit Level |
| 32 | Measuring Tape (5.00meter in size) |
| 33 | Providing water tanker 5000 ltr capacity for masonry work and water curing purpose. |
| 34 | Random rubble masonry with hard stone, including leveling up with lime concrete 1:1:1 (1 lime : 1 coarse sand : 1 Brick Surkhi), well mixed with adhesive materials like Gud, Belgiri, Gum etc. complete |
| 35 | Providing and laying lime concrete with graded stone aggregate 20 mm nominal size and 50% lime mortar1:1:1 (1 lime : 1 C. Sand : 1 Surkhi) rammed and finished with Gur, gond and Belgiri treatment etc. complete |
| 36 | Raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for repointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 meter lead. |
| 37 | Ruled / Flush pointing on Red sand stone masonry surface with lime, surkhi mortar in the ratio of 1:1:1 (1lime putty : 1 Surkhi : 1 C. Sand) with gur and belgiri treatment complete including complete. |
| 38 | Supplying and stacking of good earth at site as per instruction by site in-charge etc. complete |
| 39 | Re-plaster with lime, surkhi mortar in the ratio of 1:1:1 (1lime putty : 1 Surkhi : 1 C. Sand) with gur and belgiri treatment including etc. complete |
| 40 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 meters lead as per direction of Engineer- in-charge. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
