Tender For Repairing Of Oht Capacity 2200 Kl Staging 20M At Puliya No. 9, Nagar Nigam Jhansi Under Deposit Work
Tender Value
50.13 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
20 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jhansi → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairing Of Oht Capacity 2200 Kl Staging 20M At Puliya No. 9, Nagar Nigam Jhansi Under Deposit Work
BOQ
| Sl. No. | Item Description |
| 1 | Repairing of Overhead Tank at Puliya No 9 (2200 kl) |
| 2 | Providing &fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirements of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S.Tubes, M.S. Tubes challis, M.S. champs and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/or pointing and/ or applying chemical and removing a thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the work men etc, complete as per directions and approval of Engineer-in-charge. |
| 3 | Puliya No 9 (2200 kl) |
| 4 | Dismantling of damaged RCC beam of OHT top dome, including removal of damaged concrete without damaging the existing reinforcement, cleaning and preparing the existing reinforcement, and reconstruction/recasting of the beam with the existing reinforcement, including all necessary formwork, centering, shuttering, concreting, curing and finishing, complete as directed by the Engineer-in-Charge.” |
| 5 | 2200 KL OHT at Puliya No 9 |
| 6 | Reconstruction of damaged RCC top dome of OHT after dismantling and removal of loose/damaged concrete, including cleaning and preparation of the existing structure, providing and fixing new reinforcement steel of specified grade and diameter, providing, fixing and removing centering and shuttering/formwork, placing, compacting and curing of approved grade RCC, finishing and all other incidental works, complete in all respects as per approved structural drawings and directions of the Engineer-in-Charge. |
| 7 | Providing &fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirements of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S.Tubes, M.S. Tubes challis, M.S. champs and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/or pointing and/ or applying chemical and removing a thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the work men etc, complete as per directions and approval of Engineer-in-charge. |
| 8 | Providing, cutting, bending, binding and fixing reinforcement steel bars of specified grade and diameter for RCC work, including straightening, cutting to required lengths, bending to required shapes as per structural drawings, placing and securely tying with binding wire, providing necessary supports, chairs, spacers and cover blocks, including all labour, tools, tackles, lifting and incidental works, complete in all respects as directed by the Engineer-in-Charge. |
| 9 | At Top 12 MM Radially bar 200C/C |
| 10 | At Bottom 10 MM Radially bar 200C/C |
| 11 | At Bottom 10 MM Hoop Reinforcement bar 200C/C |
| 12 | Providing and laying M30 grade design mix cement concrete for RCC work, using approved quality cement, coarse aggregate, fine aggregate and potable water, including batching, mixing in mechanical mixer/batching plant, transportation, pumping/lifting, placing, compaction by mechanical vibrator, finishing, curing and all necessary labour, materials, tools, tackles and incidental works, complete in all respects as per approved mix design, structural drawings and directions of the Engineer-in-Charge. |
| 13 | Providing, cutting, bending, binding and fixing reinforcement steel bars of specified grade and diameter for RCC work, including straightening, cutting to required lengths, bending to required shapes as per structural drawings, placing and securely tying with binding wire, providing necessary supports, chairs, spacers and cover blocks, including all labour, tools, tackles, lifting and incidental works, complete in all respects as directed by the Engineer-in-Charge. |
| 14 | At Top 12 MM Longitudinal 100c/c |
| 15 | At Bottom 12 MM Transverse 100c/c |
| 16 | Distribution Bar At Top And Bottom 100c/c |
| 17 | Providing and laying M30 grade design mix cement concrete for RCC work, using approved quality cement, coarse aggregate, fine aggregate and potable water, including batching, mixing in mechanical mixer/batching plant, transportation, pumping/lifting, placing, compaction by mechanical vibrator, finishing, curing and all necessary labour, materials, tools, tackles and incidental works, complete in all respects as per approved mix design, structural drawings and directions of the Engineer-in-Charge. |
| 18 | Epoxy Injection : Drilling and fixing NRV Nozzle in RCC membrane including drilling hole. Drilling 14mm dia T/2 mm deep holes in structure membrane at the interval of T/2 mm C/C in stagerred manner as per method statement. Cleaning hole by air blower pride to fixing of nozzle after grouting of epoxy based products cut the nozzle by cut of wheel and repair the same with epoxy mortar and sealing of cracks/porous Concrete with epoxy grout Don Grout M compressive strength more than 100 MPa, Tensile Strength more than 100 MPa, flexible strength 100 MPa rate including material nozzle , drilling injecting machine , Labor etc, |
| 19 | Puliya No 9 (2200 kl) |
| 20 | Providing & laying epoxy based bonding agent for old to new concrete 100 % reactive, 2 component material ASTM-C-881, removing of loose material and unsound concrete and clean the surface with wire brush as per sit requirement mixing A:B or R:H (2:1) and apply by brush as per site condition one coat is sufficient for bonding purpose. |
| 21 | Puliya No 9 (2200 kl) |
| 22 | Supplying , Drilling/Cleaning hole and injecting R-Kex II- Hardener (3:1) ETA approved and A + certification Green Building Approval chemical with the help of dispenser gunand it comes in 600 ml pack, into a hole of dia & depth as per manufacturer/ consultant’s specification and fixing rebars of the required diameter subsequently . The chemicals should have success full usage in wet/water saturated concrete/diamond cored holes. Fixing methodology to be followed as per manufactures guidelines. Steel will be paid under separate subhead. Manufacture to submit Rebar Depth Calculation base on design loads & other parameters as provided by consultant and in accordance with EOTA- TR- 023/029 ”Guidelines for post installed rebar connections” for approval. Pull out testing on the site be free of cost. |
| 23 | Rebarring Description |
| 24 | 8mm dia rebar at 120mm depth |
| 25 | 10mm dia rebar at 150mm depth |
| 26 | 12mm dia rebar at 180mm depth |
| 27 | 16mm dia rebar at 240mm depth |
| 28 | 20mm dia rebar at 300mm depth |
| 29 | Providing & fixing steel as per site need |
| 30 | Surface preparation-the surface of strcutre to be treated for strengthening shall be roughened property either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rought and dust free by providing spatter key or wire brush. |
| 31 | Puliya No 9 (2200 kl) |
| 32 | Painting of outer surface of OHT withThree coats of High Quality Weather Proof Paint (Apex) as per direction of engineer incharge for proper completion of work. |
| 33 | Puliya No 9 (2200 kl) |
| 34 | Supply and Delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for sides and steps in 16 mm MS plain rods fixed at 30cm C/C welded jointed etc ., providing with suitable side supports, clamps and locking arrangements provided with two coats of approved enamel paint over one coat of redoxide paint , for providing access to roof top of OHT of suitable inclined length , including bottom anchorage and transportation The rate includes concrete bed block in CC 1:2:4 using 20mm HBGS at top and bottom of suitable size with necessry anchor bolts |
| 35 | Inner side of Water Tank & Outer Side |
| 36 | Puliya No 9 (2200 kl) |
| 37 | Flooring & Apran - 100 mm thick PCC of 1:2:4 & 100 mm thick CC of 1:1:2 with 6 mm thick glass strips not more than 1 sqm area upto 2 m from outer edge of the columns of OHT, drain of size 200 mm x 200 mm with 150 mm thick CC of 1:1:2 including necessary sluice valve chambers and pipe line required for proper drainage of rain water from the campus. |
| 38 | Puliya No 9 (2200 kl) |
| 39 | Construction of PCC drain 150 x 150 mm & PCC 1:2:4 over PCC 1:4:8 foundation including supply of all material, labour, T&P etc. required for proper completion of the work. |
| 40 | Puliya No 9 (2200 kl) |
| 41 | Supply and fixing for Arrangement of M.S Gate and Jali for second flite of Stair case includind all labour T&P etc complet |
| 42 | Puliya No 9 (2200 kl) |
| 43 | Supply & fixing of Railings of 20 mm dia G.I. Pipe (medium quality steel tubes as per IS 1239) in 3 rows of with MS angle iron posts (50x50x6 mm MS angle) of 1 m height around stair case balcony & at the top dome periphery, wherver required to close the gaps or replacement of damage railing. |
| 44 | Puliya No 9 (2200 kl) |
| 45 | Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc. & refilling & watering, etc. complete as per specifications laid down in relevant I.S. codes. |
| 46 | Puliya No 9 (2200 kl) |
| 47 | Providing and fixing water level indicator upto 5 M height including M.S. enamelled gauge plate 300 mm wide and 3 mm thick, copper float, providing and fixing required accessories such as pointer, pulleys, nylon thread including cost of all material, labour, etc. complete. |
| 48 | Puliya No 9 (2200 kl) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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