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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-AOC | ₹20.9 L | L1 | Accepted-AOC LOWEST RATE FOUND |
| 2 | L2₹20.9 L+₹4,608.51 (0.22%)Rejected-AOC | ₹20.9 L+₹4,608.51 (0.22%) | L2 | Rejected-AOC SECOND LOWEST RATE FOUND |
Tender Value
₹24.8 L
EMD Value
₹50,000
Closing Date
25 Mar 2026, 6:00 pmClosed
Ex.Ex.R.E.D. Vikas Bhawan Mau
Ex.Ex.R.E.D. Vikas Bhawan Mau
Vikas Khand Doharighat ke Gram Sabha Dhanauli Rampur me Muktidham me Nikas Road Vidya Gond ke Dukan se Muktidham Interlocking Tak Khadanja Karya.
2026_REDUP_1128501_1
2029dt09.03.2026
Open Tender
Civil Works
Percentage
90 days
MAU
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,104
₹50,000
21 Apr 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 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 |
|---|---|---|---|---|---|
| 1Earth work in cutting or embankment in ordinary soil excavation to be in form of regular pits not exceeding 0.50 metre depth and earth work in embankment to be in 20Cm (8") layers including ramming and dresing the surface to required level and slope but soil taken from 1 Km cartage as per SI. No 253 | |||||
| 2Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 Mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the Engineer- In-Charge up to a distance of 30.0 Mtr from the foundation trenches as per SI. N0. 251. | |||||
| 3Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.as per SI. N0. 273 | |||||
| 4First class brick work in 1:4 cement and coarse sand above 2.25 F.M. mortar in foundation and plinth including supply of all materials,labour and t&p etc required for proper completion of the work. as per SI. N0. 305 (B) | |||||
| 512 mm thick plaster over brick work with cement mortar consisting of one part cement & four parts of fine sand of 1.25 F.M. including supply of all material,labour and T&P etc required for proper completion of the work as per SI NO 584 | |||||
| 6Providing and Laying Cement Concrete 6:3:1 of not less than M-150 stone ballast (40mm nominal Size) , coarse sand and cement and curing complete , icluding cost of Form Work in Foundation and Floors as per S.I.280 | |||||
| 7Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Coarse Sand Filling) | |||||
| 8First class brick work in 1:3 cement and coarse sand above 2.25 F.M. mortar in foundation and plinth including supply of all materials,labour and t&p etc required for proper completion of the work. as per SI. N0. 307 | |||||
| 9Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets of 1000mm dia. | |||||
| 10Struck Pointing with cement mortar in (1:2) cement fine sand of 1.25 FM including Supply of all materials, Labour and T&P as per S.I.574 | |||||
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