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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-Finance | ₹26.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹26.3 L+₹14,409.22 (0.55%)Rejected-Finance | ₹26.3 L+₹14,409.22 (0.55%) | L2 | Rejected-Finance L2 |
| 3 | L3₹26.6 L+₹40,607.80 (1.55%)Rejected-Finance 37A 326F VIDHYA NAGAR NADLA PADI AGRA B 302 MANGLAM ESTATE DAYALBAGH AGRA | AGRA | AGRA | UTTAR PRADESH | ₹26.6 L+₹40,607.80 (1.55%) | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹54,000
Closing Date
30 Jun 2026, 12:00 pmClosed
EEREDAGRA
EEREDAGRA
Dayalbagh Kshetra mein dip vihar colony ki sadak dayalbag Basera residency ki sadak Jatin road ke pass Suraj bag colony dayalbagh mein Mahipal wali Gali mein CC road V nali Nirman kar ya
2026_REDUP_1161796_2
358/NIVIDA AGRA/2025-26 dt 22.5.2026
Open Tender
Civil Works
Percentage
90 days
AGRA
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹54,000
Yes
10 Sept 2026
22 Jun 2026
30 Jun 2026
22 Jun 2026
30 Jun 2026
22 Jun 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 | Earth work in excavation of foundation in ordinary soil inclduding lift upto 1.5 m lead upto 30 m and dressing of sides & faming of bottom & disposal of surplus excavated earth as directed by the engineer in charge within a distance of 30 m as per SI No.(1) 12.01 (i) | 144.4 | Cum | 76.95 | ₹11,111.58 |
| 2 | Earth work in filling by cartage of earth including all charges for proper completion of the work. distance. 10 Km. | 377.34 | Cum | 314.45 | ₹1,18,654.56 |
| 3 | P/L of Plain Cement concrete (PCC Grade M7.5) in 1:4:8 (1Cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete.Including cost of form work in Foundation and floors. as per Ch-5 SI No. (2) 4.1.8 | 32.6 | Cum | 5,343.75 | ₹1,74,206.25 |
| 4 | Brick masonary work in 1:4 cement and coarse sand mortar in foundation complete excluding pointing and plastering as per drawing and Technical specification Clauses 1300 as per SI No. (5) 12.06 , 1300 C | 65.55 | Cum | 6,108.5 | ₹4,00,412.18 |
| 5 | P/L of cement concrete (CC Grade M20) in 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) open foundation complete as per drawing and Technical specifications 1500, 1700, & 2100 as per SI No.(7) 12.08 B CASE-I | 12.42 | Cum | 5,747.5 | ₹71,383.95 |
| 6 | Plastering work with cement mortar in (1:3) cement and coarse , 12 mm thick on brick work in substructure complete as per drawing and Technical specifications Clauses 1300 & 2200 as per SI No.(20) 13.03 | 285 | Sqm | 147.25 | ₹41,966.25 |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401. | 86.25 | Cum | 2,387.35 | ₹2,05,908.94 |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405. | 64.69 | Cum | 2,994.4 | ₹1,93,707.74 |
| 9 | Construction of un-reinforced, plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause1501.2.2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coars | 129.38 | Cum | 7,315 | ₹9,46,414.7 |
| 10 | RCC Work ( M-30) in 1:1.5:3 with cement, course sand, & 20 mm stone aggregate nominal size in sub structure upto plinth Lvl complete as per drawing and SI No.(10) DSR No 5.1.2 | 2.62 | Cum | 7,790 | ₹20,409.8 |
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