Tender For Special Repair Of Slab Of 24 No. Of Quarters In Canal Colony Dhand Road Hirmi Kurukshetra
Tender Value
18.57 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
2 days left
EMD
37153
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kurukshetra → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair Of Slab Of 24 No. Of Quarters In Canal Colony Dhand Road Hirmi Kurukshetra
BOQ
| Sl. No. | Item Description |
| 1 | [5.45] Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. [Through Rate] |
| 2 | [11.5] 12 mm cement plaster of mix: [11.5.3]. 1 :4 (1 cement: 4 fine sand) [Through Rate] |
| 3 | [31.2] Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including taperingof all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts allcomplete as per direction of Engineer-In-Charge[31.2.2] 50 mm average thickness [Through Rate |
| 4 | [31.2] Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power-driven percussion type or of approved make including taperingof all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts allcomplete as per direction of Engineer-In-Charge[31.2.3] 25 mm average thickness[Through Rate] |
| 5 | [31.3] Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removingloose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.[31,3,1] Bars up to 12 mm diameter[Through Rate] |
| 6 | [31.10] Shotcreting R.C.C. columns, beams and slabs etc. in layers withapproved design mix concrete having the specified minimumcharacteristic compressive strength [with ordinary portlandcement, coarse sand and graded stone aggregate of 10 mmmaximum size in proportion as per design criteria] including thecost of centering and shuttering at edges and corners etc. asdirected by Engineer- in-ChargeNote: Rates shall include the providing necessary groundwires etc. The levelling gauges, if used, shall be paid forseparately. Payment under this item shall be made only afterproper wet curing has been done and surface has beensatisfactorily evaluated by sounding/tapping with a bluntmetal instrument.[31.10.1] 25mm thick in Grade M 25 with cement content notless than 330 kg per cum .[Through Rate] |
| 7 | [31.10] Shotcreting R.C.C. columns, beams and slabs etc. in layers withapproved design mix concrete having the specified minimumcharacteristic compressive strength [with ordinary portlandcement, coarse sand and graded stone aggregate of 10 mmmaximum size in proportion as per design criteria] including thecost of centering and shuttering at edges and corners etc. asdirected by Engineer- in-ChargeNote: Rates shall include the providing necessary groundwires etc. The levelling gauges, if used, shall be paid forseparately. Payment under this item shall be made only afterproper wet curing has been done and surface has beensatisfactorily evaluated by sounding/tapping with a bluntmetal instrument.[31.10.2] 50mm thick in Grade M 25 with cement content notless than 330 kg per cum.[Through Rate] |
| 8 | [31.11] Providing and inserting 12mm dia galvanised steel injection eachnipple in honey comb area and along crack line including drillingof holes of required diametre (20mm to 30mm) up to depth from30mm to 80mm at required spacing and making the hole & crackdust free by blowing compressed air, sealing the distancebetween injection nipple with adhesive chemical of approvedmake and allow it to cure complete as per direction of EngineerIn-Charge. .[Through Rate] |
| 9 | [31.12] Drilling suitable holes in reinforced or plain cement concrete withpower driven drill machine to a minimum depth of 100mm up to200mm in RCC beams, lintels, columns and slabs to introducesteel bars for sunshades/balconies including fixing the steel barsin position using epoxy resin anchor grout of approved make butexcluding the cost of reinforcement, all complete as per directionof Engineer-In-Charge.[31.12.1]Up to and including 12mm dia. .[Through Rate] |
| 10 | [31.13] Providing, erecting, maintaining and removing temporaryprotective screens made out of specified fabric with all necessaryfixing arrangement to ensure that it remains in position for thework duration as required by the Engineer-in-charge.[31.13.1] Woven PVC cloth .[Through Rate] |
| 11 | [31.14] Rebarring work with 10ml inject able mortar epoxy adhesive(Hybrid Urethane Methacrylate adhesive) or chemical compoundof make as approved by Engineer-in-Charge complete in allrespect including drilling and cost of all materials[31.14.3]12mm dia (hole size 16mm.& hole depth up to 120mm) .[Through Rate] |
| 12 | [30.94] Providing and fixing double scaffolding system (cup lock type) onthe exterior side of building/structure, up to 25 metre height,above ground level, including additional rows of scaffolding instepped manner as per requirement of site, made with 40mm diaM.S. tube, placed 1.5 metre centre to centre, horizontal & verticaltubes joint with cup & lock system with M.S. Tubes, M.S. tubechallis, M.S. clamps and staircase system in the scaffolding forworking platform etc. and maintaining it in a serviceable conditionfor execution of work of cleaning and/ or pointing and/ orapplying chemical and removing it thereafter. The scaffoldingsystem shall be stiffened with bracings, runners, connecting withthe building etc, wherever required, if feasible, for inspection ofwork at required locations with essential safety features for theworkmen etc., complete as per directions and approval ofEngineer-in-charge.Note:- (1) The elavational area of the scaffolding shall bemeasured for payment purpose.(2) The payment will be made once only for execution of allitems for such works.(3) This item to be used for maintenance work judicially andwhere necessary deduction for scaffolding in the existingitem is to be done. .[Through Rate] |
| 13 | [31.1] Providing and fixing hard drawn steel wire fabric of size 75 x25mm mesh or other suitable size wire mesh to be fixed & firmlyanchored to the concrete surface by means of \\"L\\" shaped mildsteel shear key welded with existing reinforcement including thecost of materials, labour, tool & plants as approved by Engineer in-charge.[Through Rate] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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