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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-Finance AKHADAPURA MOTH DISTT JHANSI | JHANSI | JHANSI | UTTAR PRADESH | ₹4.3 L | L1 | Accepted-Finance Low Rate |
| 2 | L2₹4.3 LRejected-Finance | ₹4.3 L | L2 | Rejected-Finance High Rate |
Tender Value
Refer Docs
EMD Value
₹9,000
Closing Date
9 Apr 2026, 1:30 pmClosed
Executive Engineer
UPSCIDCO Jhansi
Vill. Laron Block Bangra Tehsil Mauranipur Janpad Jhansi ke Composite School Bakhtiya me Divyang Toilet ka nirman karya. Under scheme B.V.N. 2025-26 Hon ble Shri Babulal Tiwari Ji, MLC Jhansi
2026_SCIDC_1132455_1
119/EE/Jhansi/ET/2025-26
Open Tender
Civil Works - Others
Percentage
90 days
composite school Bakhatiya Laron Jhansi
Please refer the tender documents
2 documents required · 2 mandatory
₹826
Yes
UPSCIDCO
₹9,000
Yes
2 May 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
2 Apr 2026 - 9 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 |
|---|---|---|---|---|---|
| 1Toilet Block | |||||
| 1.01 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 50 mt.& including filling, watering and ramming of excavated earth . dsr 2.6.1 | 1 | CUM | 0.8 | ₹0.8 |
| 1.02 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.. 2.25(A) | 1 | CUM | 0.2 | ₹0.2 |
| 1.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Dsr.2.27 | - | CUM | 0.8 | - |
| 1.04 | 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) derived from natural
sources : 8 graded stone aggregate 40 mm nominal size.dsr 4.1.8 | - | CUM | 0.6 | - |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form work for :R.C.C. work in lintel band at G.F.dsr 5.9.5 | - | SQM | 0.8 | - |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form work for : R.C.C.work in slab at G.F.dsr 5.9.3 | 1 | SQM | - | - |
| 1.07 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). sunshade SLAB PLINTH BEND | - | CUM | 0.4 | - |
| 1.08 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). sunshade SLAB LINTEL BEND | 1 | CUM | 0.4 | ₹0.4 |
| 1.09 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). sunshade SLA R.C.C.work in slab at G. | 1 | CUM | 0.4 | ₹0.4 |
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