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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | A1₹1.6 LAccepted-Finance | ₹1.6 L | A1 | Accepted-Finance Accepted |
| 2 | A2₹1.6 LRejected-Finance | ₹1.6 L | A2 | Rejected-Finance Rejected |
| 3 | A3₹1.6 LRejected-Finance 171 AGYARAM COLONY TEELAKHEDI ROAD AGYARAM COLONY VIDISHA MADHYA PRADESH 464001 | VIDISHA | MADHYA PRADESH | 464001 | ₹1.6 L | A3 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹13,800
Closing Date
18 Apr 2026, 12:00 pmClosed
Executive Officer
Nagar Palika Parishad Akbarpur Ambedkar Nagar
Rajkiya Audhogik Praksihan Sansthan akbarpur ambedkar Nagar me Ladies Toilet Ka Nirman Karya.
2026_DOLBU_1135030_3
191/etender/2026-27 Date-07-04-2026
Open Tender
Civil Works
30 days
Nagar Palika Parishad Akbarpur Ambedkar Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Officer
₹13,800
29 Apr 2026
9 Apr 2026
18 Apr 2026
9 Apr 2026
18 Apr 2026
9 Apr 2026
9 Apr 2026 - 18 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Nirman karya | ||||||
| 1.01 | All kinds of soil Earth work in excavation by mechanical means (Hydraulic excavator)/manual mcans 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 eart lead upto 50m DSR 2.6.1 | 1 | cum | - | - | BI01010.001010000000000000515BI0100001113 |
| 1.02 | 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) DSR 4.1.8 | - | cum | - | - | BI01010.001010000000000000515BI0100001114 |
| 1.03 | 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) DSR 6.1.2 | - | cum | - | - | BI01010.001010000000000000515BI0100001115 |
| 1.04 | 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 ofcentering, shuttering finishing and reinforcement with 1:1.5:3 (1cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).DSR 5.3 | - | cum | - | - | BI01010.001010000000000000515BI0100001116 |
| 1.05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20cm in depth, consolidating each deposited iayer by ramming and
watering, lead up to 50 and for all lift.DSR-2.25A | - | cum | - | - | BI01010.001010000000000000515BI0100001117 |
| 1.06 | 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) DSR-6.42 | 1 | cum | - | - | BI01010.001010000000000000515BI0100001118 |
| 1.07 | steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and Above plinth Thermo-Mechanically Treated bars of grade Fe-500D or more DSR 5.22.6 | 1 | kg | - | - | BI01010.001010000000000000515BI0100001119 |
| 1.08 | 6 mm cement plaster of mix 1:6 (1 cement: 3 fine sand) DSR 13.16.1 | 1 | sqm | - | - | BI01010.001010000000000000515BI0100001120 |
| 1.09 | Neat cement punning DSR 13.18 | 1 | sqm | - | - | BI01010.001010000000000000515BI0100001121 |
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