Tender For Civil Work Maintenance Of Kondli Lig Flats (Hs 2010).Sub Head : Day To Day Maintenance And Repair Work At 1350 Lig Houses Kondli Gharoli.
Tender Value
14.97 Lakhs
Estimated cost
Bid Submission
01 Oct 2026
1 days left
EMD
29946
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
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Civil Work Maintenance Of Kondli Lig Flats (Hs 2010).Sub Head : Day To Day Maintenance And Repair Work At 1350 Lig Houses Kondli Gharoli.
BOQ
| Sl. No. | Item Description |
| 1 | Deploying one No. 2nd class assistant Fitter to attend complaints of plumbing and drainage as per direction of Engineer-in-charge. |
| 2 | Deploying one nos of mason for repair works |
| 3 | Deploying one no. of painter for external painting works as & when required. |
| 4 | Deploying three nos. of beldar for assisting plumber, mason and painter & various maintenance complaints work. as per direction of Engineer-in-charge. |
| 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 6 | Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : |
| 7 | 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.a) All kinds of soil |
| 8 | Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class): a) Up to 300 mm dia |
| 9 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : a)100 mm dia pipes |
| 10 | b)150 mm dia pipes |
| 11 | c)200 mm diameter C.I. pipe |
| 12 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : a)100 mm dia Ductile Iron Class K-7 pipes |
| 13 | b)150 mm dia Ductile Iron Class K-7 pipes |
| 14 | c)200 mm dia Ductile Iron Class K-7 pipes |
| 15 | 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a)1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) derived from natural sources |
| 17 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 18 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in foundation and upto plinth level in :a)Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :a)Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:A) 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for : a)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 22 | Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out oints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge |
| 23 | 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 in the existing item to be done. |
| 24 | White washing with lime to give an even shade : a) New work (three or more coats) |
| 25 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 26 | Disposal of building rubbish / malba / similar unserviceable, dismantledor waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 27 | Total after factor Correction 0.973 % |
| 28 | Cost Index 3% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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