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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | -21.02% | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹8,301.12 (0.04%)Admitted-Finance | -20.99% | ₹2.2 Cr+₹8,301.12 (0.04%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹3.0 L (1.39%)Admitted-Finance HOUSE NO 508 AT BARAMUNDA BHUBANESWAR | BALESHWAR | ODISHA | 756028 | -19.92% | ₹2.2 Cr+₹3.0 L (1.39%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Technically not qualified |
| 5 | Rejected-Technical NOT AVAILABLE | NORTH | DELHI | 110006 | - | - | - | Rejected-Technical Technically not qualified |
Tender Value
₹2.8 Cr
EMD Value
₹2.8 L
Closing Date
19 Mar 2026, 5:00 pmClosed
Executive Engineer (Central Tender Cell)
Central Tender Cell, BMC, ICOMC Tower, Pin-751022
Redevelopment of Ruchika Market in Ward No. 24
2026_ORULB_126826_1
BMC-EE-Tender Cell-77/2025-26 dt. 27.02.2026
Open Tender
Civil Works - Others
Percentage
180 days
BMC AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.8 L
Yes
Office chamber of the EE,Central Tender Cell,BMC
2 May 2026
5 Mar 2026
20 Mar 2026
5 Mar 2026
19 Mar 2026
5 Mar 2026
5 Mar 2026 - 11 Mar 2026
11 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork by using hydraulic excavator of 1 cum bucket and depositing the excavated materials within 5 km lead including loading and unloading with all cost conveyance T&P sundries etc. complete as per direction of Engineer-in-Charge. | - | cum | 209.95 | - |
| 2 | Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using cement, 4 cm. size black hard crusher broken granite stone metal, screened and washed sharp sand for mortar of approved quality from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, loading, unloading, dewatering,royalties and taxes all materials and cost all labours, sundries, T&P required for the work including shuttering , hire & running charges of concrete mixer complete as per the direction of the Engineer -in -charge. | - | cum | 5,196.54 | - |
| 3 | Providing, lifting, hoisting and laying Reinforced Cement Concrete of M-25 grade in Column base, Column Footings, Raft Foundation,Stem of the Columns, beams, chaujja, fin, lintel, stair case, jali , shelves and slab etc as per approved designs and drawings having a minimum compressive strength ( in work test) 20N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials , cost of all labours, scaffolding, sundries, T&P required for the work etc. complete in all respect but the excluding cost & conveyance of M.S. rods or Tor Steel and Binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel and binding wires and tying the grills and placing in proper position as directed by the Engineer-in-charge.
Truss Foundation | - | cum | 7,008.45 | - |
| 3.01 | Truss Plinth beam | - | cum | 7,880.36 | - |
| 3.02 | Truss Column | - | cum | 18,527.53 | - |
| 3.03 | Truss Roof beam | - | cum | 18,527.53 | - |
| 4 | Cutting,Straightening coiled or bent up M.S plain HYSD/TMT reinforcement bars welding or jointing if necessary bending,binding,tying the grills as required for R.C.C works,providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance,loading, unloading & taxes of M.S plain/HYSD/TMT reinforcement bars and binding wires of 18 to 20 gaugo required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S plain/HYSD/TMT reinforcement bars consumed in the work only. | - | Qntl | 8,718.45 | - |
| 5 | Fly Ash Brick masonry in C.M. (1:4) in founadtion & plinth and super structure having crushing strength not less than 75 Kg / cm2 with dimensional tolerance ± 2%.
Below Gl | - | cum | 5,697.18 | - |
| 5.01 | Above Gl | - | cum | 5,733.01 | - |
| 6 | Providing 16mm thick cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. | - | Sqm | 270.48 | - |
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