Archaeological Survey Of India -ASI has published Tender For Execution Of Civil Work Under The Work Repair And Maintenance Of Mohammad Wali Mosque Siri Fort, Hauz Khas-Ii New Delhi. Submission Date for this Tender is 03-07-2023. Civil Work Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Conservation Work |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soi |
| 3 | "Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineerin- charge." |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | "Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 7.20.1 Red sand stone |
| 6 | 65 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:6 (1 cement : 6 coarse sand) with joints finished flush. Red sand stone |
| 7 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : 13.33.1 Flush/ Ruled pointing |
| 8 | 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 :In cement mortar |
| 9 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. 7.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) (With 40% New Stone and 60% Stone avaialbe at site collected form Item No. 7) |
| 10 | Removing white or color wash by scraping and sand papering and preparing the surface smooth etc complete. |
| 11 | Providing and applying 3mm thick lime punning with special lime mortar mix with Lime, Gum, Batasa, Marble Dust etc. similar to original including removing, scraping old decayed lime punning very carefully and preparing surface for new punning etc. complete in all respect. |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 13 | Providing and applying of moulded lime plaster 50 mm thick at vertical wall of first floor cells in ratio of 1:1:1 (1 unslacked Katni lime, 1 surkhi, 1 sand ) in two coats, 1st of 30 mm thick and top coat of 12 mm thick mixed with binding material such as San, or Jute, belgiri, gur, Gum, including supply of all materials, labours, curring complete. and cleaning the surface for replastering, disposal of rubbish to the dumping ground within 200mt. lead and all required lifts upto 12mt, very carefully without damaging and scratching the core materials etc. complete |
| 14 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, 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 emoving 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 SUB HEAD : 14- REPAIRS TO BUILDING 1140 Engineer-incharge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done |
| 15 | providing and supply of water tanker 5000 ltr approx |
| 16 | Removal of collected malwa from monument to outside of Municipal limit by tractor trolley / truck etc. and manual labour including stacking of serviceable material stone in a suitable places for reuse etc. complete. |
| 17 | Provision for repair , reseting of M.S iton gates of size 1 No 2.6x3.4, 3Nos 2.2x3.15 and 2Nos 1.4x2.2 including welding ,proving hinges , M.S patti etc including sifting upto 500mt lead required for excetion of work etc complete |
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