Tender For Special Repair Of Ohts (Strengthening And Grunting Of Ugr And Oht, Sector-67) Noida
Tender Value
52.46 Lakhs
Estimated cost
Bid Submission
10 Nov 2026
1 days left
EMD
1.23 Lakhs
Bank guarantee accepted
Document Fee
2832
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair Of Ohts (Strengthening And Grunting Of Ugr And Oht, Sector-67) Noida
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 2 | 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. |
| 3 | Guniting with cement mortar 1:3 (1 Cement : 3 Corse Sand) of required thickness (not less than 25mm thick) with minimum pressure of 2 kg/sqm to wall, column, beam, balcony & ceiling over welded wire mesh size of 100x100mm thied with binding wire including dismantling of loosed cement concrete of ceiling, beams, columns etc. and cleaning the existing surface/reinforcement etc. by means sand blasting with coarse and followed by cleaning with oil free air blast i/c disposal of malba to the dumping ground with in alead of 50 meter as per direction of Engineer-in-charge inclduing Providing, mixing & appling cement based Polymer modified bonding slurry made of cement & Polymer as per specification & direction of E/I. |
| 4 | P/L chemseal of equivalent injection water proofing (post construction) treatment to the under ground structure as per direction of the architect Engineer in charge i/c cost of all labour & materials. The injection method will include under mentioned operations. |
| 5 | a) Operation I : Holes about 20 to 25 mm in and 25 to 40 mm deep are to be made & about 1.0 to 1.5 M apart in the entire floor and walls in addition all the constructions joints are opened by making grooves as to reach reinforcement are then fixed in these holes. |
| 6 | b) Operation II: After left the nozzle to set for about 24 hours chemseal cement slurry is injected through those nozzel under pressure or by gravity which runs through minute and cracks in the entire structure. |
| 7 | c) Operation III: The nozzel are then removed and 40 mm thich chemseal cement plaster with stone agg. Embedded is laid at the bottom. |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavater) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as we as 10 sqm on plan) including getting out and disposal of exavated earth, lead upto 50 and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavating only after getting permission of Engineer-in-Charge. All kinds of soil. |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 11 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 12 | Brick work with F.P.S. bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C. Sand). |
| 13 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 14 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 15 | Neat cement punning. |
| 16 | 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 @ 2.20 kg/10 sqm) |
| 17 | Disposal of building rubbish / malba / similar unserviceable, dismantled or 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. |
| 18 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayNov 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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