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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance 0 RAGHAVPUR ORHA TIKAMGARH DISTRICT TIKAMGARH MADHYA PRADESH | TIKAMGARH | TIKAMGARH | MADHYA PRADESH | -0.29% | ₹4.1 Cr | L1 | Admitted-Finance |
Tender Value
₹4.1 Cr
EMD Value
₹22.5 L
Closing Date
8 May 2026, 3:00 pmClosed
Nagar Ayukta Nagar Nigam Jhnasi
Nagar Nigam Jhansi
TENDER NO.(03) SIPARI BAZAR (LAHARGIRD ZONE-3) ME SHOPPING COMPLEX KA NIRAMAN KARYA.
2026_DOLBU_1140448_3
165/JANKARYA VI./N.NI./2026-27 DATED-08/05/2026
Open Tender
Civil Works
Percentage
365 days
Jhansi
Please refer Tender documents.
2 documents required · 2 mandatory
₹48,433
Nagar Ayukta Nagar Nigam Jhansi
₹22.5 L
2 Jun 2026
23 Apr 2026
8 May 2026
23 Apr 2026
8 May 2026
23 Apr 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 | (Cost of Ground Floor Shops Civil Work).
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | 0.6 | Cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 0.2 | Cum | - | - |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 1 | Cum | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | Cum | - | - |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level ; Concrete of M25 grade with minimum cement content of 330 kg /cum. | 0.8 | Cum | - | - |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand). | 0.2 | Cum | - | - |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). | - | Sqm | - | - |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand). | - | Cum | - | - |
| 9 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) | - | Sqm | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 0.4 | Kg. | - | - |
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