Tender For Construction Of Sabha Mandap Near Prakash Nagar Hanuman Mandir In Ward No. 37
Tender Value
16.52 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
19 days left
EMD
12400
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ujjain → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Sabha Mandap Near Prakash Nagar Hanuman Mandir In Ward No. 37
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within50 meters lead as per direction of Engineer-in-charge. |
| 2 | Dismantling tile work in floors and roofs laid in cement mortar including stacking materialwithin 50 meters lead |
| 3 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earthto be levelled and neatly dressed. All kinds of soil |
| 4 | Extra for every additional lift of 1.5 m or part All kinds of sthereof in. |
| 5 | Supplying and filling in plinth under floors including,watering, ramming consolidating anddressing completeCrusher Stone Dust |
| 6 | Cement concrete grade M-10 (Nominal Mix) with 40 mm maximumsize of stone aggregate |
| 7 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including costof binding wire, wastage and over laps upto 12mm horizontal/ inclinedposition of reinforcement bars in slab and beams, plinth, chajjas,lintels, upto 4.5m vertical length of reinforcement in wall columns (overlaps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete.Thermo-MechanicallyTreated bars. (Fe 500 D or more) |
| 8 | Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plate or ply woodshuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete |
| 9 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level :5.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum sizeof stone aggregate |
| 10 | Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plate or ply woodshuttering fo |
| 11 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level :5.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum sizeof stone aggregate |
| 12 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and liftupto 1.5 m |
| 13 | Cement concrete grade M-10 (Nominal Mix) with 40 mm maximumsize of stone aggregate |
| 14 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including costof binding wire, wastage and over laps upto 12mm horizontal/ inclinedposition of reinforcement bars in slab and beams, plinth, chajjas,lintels, upto 4.5m vertical length of reinforcement in wall columns (overlaps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete.Thermo-MechanicallyTreated bars. (Fe 500 D or more) |
| 15 | Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plate or ply woodshuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete |
| 16 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 17 | Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 75 Kg/CM2 (average compressive strength) insuperstructure above plinth level up to floor 2 level including the cost ofscaffolding : Cement mortar 1:4 (1 cement : 4coarse sand) |
| 18 | Supplying and filling in plinth under floors including,watering, ramming consolidating and dressing complete. 2.18.1 Moorum/Hardcopra |
| 19 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including costof binding wire, wastage and over laps upto 12mm horizontal/ inclinedposition of reinforcement bars in slab and beams, plinth, chajjas,lintels, upto 4.5m vertical length of reinforcement in wall columns (overlaps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete.Thermo-MechanicallyTreated bars. (Fe 500 D or more) |
| 20 | Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plate or ply woodshuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete |
| 21 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 22 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclinedposition of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D or more) |
| 23 | Columns, Pillars, Piers, Abutments, Posts andStruts |
| 24 | Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts and struts etc.aboveplinth level and up to floor two level excluding cost of centering, shuttering and reinforcement etc.5.2.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum sizeof stone aggregate. |
| 25 | Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 75 Kg/CM2 (average compressive strength) insuperstructure above plinth level up to floor 2 level including the cost ofscaffolding : Cement mortar 1:4 (1 cement : 4coarse sand) |
| 26 | Steel work welded inbuilt up sections/framed work including cutting,hoisting,fixing in position and applying a priming coat of approvedsteel primer using structural steel etc. as required. 10.14.1.2Ingratings,frames,guardbar,ladder,railings,brackets,gatesand similar works |
| 27 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including costof binding wire, wastage and over laps upto 12mm horizontal/ inclinedposition of reinforcement bars in slab and beams, plinth, chajjas,lintels, upto 4.5m vertical length of reinforcement in wall columns (overlaps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete.Thermo-MechanicallyTreated bars. (Fe 500 D or more) |
| 28 | 15 mm cement plaster on rough side of singleor half brick wall of mix 1:4 (1 cement: 4 sand) |
| 29 | Providing and laying vitrified floor tiles (without Soluble salt) or printed(with soluble salt) Nano polished (Glossy finish) in different sizes withwater absorption less than 0.05% and conforming to IS : 15622 ofapproved make in all colours & shades, Ist quality/ premium quality inflooring laid on 20mm thick cement mortar 1:4 (1 cement : 4 sand)including grouting the joints with white cement and matching pigmentsetc. complete. Size 600x600mm as permanufacturer specification |
| 30 | Applying one coat of cement primer of approved brand andmanufacture on wall surface : Cementprimer. |
| 31 | Wall painting with plastic emulsion paint of approved brand andmanufacture to give an even shade: Two ormore coats on new work |
| 32 | In gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works. |
| 33 | Painting Steel work with Deluxe Multi Surface Paint to give an evenshade. Two or more coat applied @0.90 ltr/10 sqm over an under coatof primer applied @ 0.80 ltr/ 10 sqm ofapproved brand or manufacture |
| 34 | Supply&installationofprecoatedgalvanisedironprofilesheets(size,shapeandpitchofcorrugationasapprovedbyEngineer-in-charge)0.50mm±5%totalcoatedthickness(TCT)thickZinccoating120gsmasperIS:277in240mpasteelgrade,5-7micronsepoxyprimeronbothsideofthesheetandpolyestertopcoat15-18microns.Sheetshouldhaveprotectiveguardfilmof25micronsminimumtoavoidscratcheswhiletransportationandshouldbesuppliedinsinglelengthupto12meterorasdesiredby Engineer-in-charge.Thesheetshallbefixedusingselfdrilling/selftappingscrewsofsize(5.5x55mm)withEPDMsealorwithpolymercoatedJ orLhooks,boltsandnuts8mmdiameterwithbitumenandG.I.limpetwashersorwithG.I.limpetwashersfilledwithwhiteleadcompleteuptoanypitchinhorizontal/verticalorcurvedsurfacesexcludingthecostofpurlins,raftersandtrussesandincludingcutting to size and shape wherever required. |
| 35 | ELECTRIFICATION WORK |
| 36 | Submersible Pump set 100 mm dia (with Polypropylene/ Noryl Impeller) up to 20 stages Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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