Tender For Conservation Of Cells From Talaqi Gate Towards Qila-I-Kuhna Mosque At Purana Qila Complex
Tender Value
1.66 Crore
Estimated cost
Bid Submission
03 Oct 2026
4 days left
EMD
4.99 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Conservation Of Cells From Talaqi Gate Towards Qila-I-Kuhna Mosque At Purana Qila Complex
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. |
| 2 | Providing and laying lime concrete bed with 20mm to 25mm thick brick blast mixed with 50% lime mortar in ratio of 1:1:1 (1 U/lime ,1 surkhi ,1 Sand )after compacting of loose soil, including beation and ramming for finishing the top surface and adding adhesive material comlete with in 500m lead and lift of approx 5 to 10 m. |
| 3 | Taking out of old decayed and damaged Avg. 50 mm to 70 mm (AVG) thick Plain lime plaster or skirting raking out joints and cleaning the surface for plaster from the walls very carefully without damaging to the old evidences at adjoining structures including disposal of rubbish with a lead upto 500 m and lift/down 5 to 10 m |
| 4 | Providing 60 to 70 mm thick plain/curved lime plaster on walls in 3 coats 1:1:1 (1 lime : 1 surkhi: 1 c.sand) including racking, and washing the joints very carefully including carriage of material from a distance of 500 mt lift/down of 5 to 10 mt.\\" |
| 5 | R R Masonry with lime mortar 1:1:1(1 lime:1 surkhi:1sand) for close the area of arches and pillar of Humayun Gate inside the cells area in proper manner etc complete. |
| 6 | \\"Demolishing brick work 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\\" |
| 7 | Recessed pointing the joints of R.R. masonry in lime mortar 1:1:1 (1 U/Lime ,1 Surkhi , 1 Sand) mixed with adhesive material within 500mtr lead and lift of 5 to 10 mtr etc complete. |
| 8 | Dismantling & taking out of R.R masonry for removing and uprooting of tree inside the wall manually means including shorting out the servicieable material and stacking at suitable place & removal of refused debris & malwa from site to a lead of 500 mtr & lift 10 to 15 mtr and removing the vegitation growth roots & plants on the wall surface area. |
| 9 | Provision for underpinning/core filling with 40% new & 60% old available RR hard stone in superstructure above plinth level with lime mortar (1:1:1) and stone aggregate 20 to 40 mm nominal size for leveling of the coarses of masonry to match the original including supply of all material,T&P and required labour to complete the work upto lead 500 mtr and lift 5 to 10 mtr. |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 11 | Provision for Consolidation Grouting of Random Rubble (RR) Masonry with Hydraulic Lime Grout & Providing, mixing, and injecting fluid pozzolanic lime grout under gravity or controlled low pressure into the internal voids of existing random rubble (RR) masonry walls at any height or level, to structurally consolidate the wall matrix and restore homogeneous load-bearing capacity as perdirection site engineer etc complete. |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 13 | 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) |
| 14 | \\"Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil\\" |
| 15 | Provision for providing and fixing of xpm wire mass jaali to protect area of cells including all material & labour charges etccomplete. |
| 16 | \\"Providing Brick work common burnt clay F.P.S (Non Modules) bricks of class designation 7.5 for supporting system of Arches (dhula) in cement mortar 1:6 (1 cement : 6 coarse sand) and top layer masonry in proper arch shape with laying a layar of mud including removal of shuttering after completion of work.\\" |
| 17 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer & paint using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works. |
| 18 | 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 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.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding inthe existing item to be done. |
| 19 | Resetting and relaying of existing stone steps/pathway leading to drain, including careful dismantling and removal of existing loose/misaligned stones, cleaning and dressing of old stones, proper levelling, alignment, grading and setting of stones to the required slope towards drain, including filling and packing of joints/gaps with suitable material, cutting, dressing, bedding, labour, tools and tackles, and all incidental works complete as directed by the Engineer-in-Charge.(Details of execution to be provided before initiating the work) |
| 20 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from naturalsources) |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : Mild steel and Medium Tensile steel bars |
| 22 | \\"Removal of malba/rubbish by mechanical transportation upto dumping ground lead 10 to 15 km approx.\\" |
| 23 | Providing and laying brick aggrigate in 25 to 40 mm nominal size before laying the cement concrete etc complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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