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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical 152 SATGAON BAZAR ROAD SATGAON SATGAON KAMRUP ASSAM 781171 | KAMRUP METRO | ASSAM | 781171 | Accepted-Technical Accepted |
Tender Value
₹13.9 L
EMD Value
₹28,000
Closing Date
4 May 2026, 2:00 pmClosed
Project Manager Unit-13
Project Manager, Unit-13, U.P. Projects Corporation Ltd. M.I.G.-67 Indira Nagar, Near Power House, Banda-210001
PROPOSED ANGANWADI KENDRA ATGRAM PANCHYAT-KHURHAND VIKASH KHAND --MAHUA DISTRICT- BANDA (U.P.)
2026_UPPRC_1142253_8
04/PM-13/UPPCL/2026-27
Open Tender
Civil Works
Percentage
180 days
MAHUA DISTRICT- BANDA (U.P.)
As per BID Docuement
2 documents required · 2 mandatory
₹5,900
₹28,000
25 Jun 2026
27 Apr 2026
4 May 2026
27 Apr 2026
4 May 2026
27 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 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. | - | CUM | 185.45 | - |
| 2 | 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. | - | CUM | 499.05 | - |
| 3 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. | - | CUM | 4,853.07 | - |
| 4 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete | - | - | - | - |
| 5 | (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm | - | - | - | - |
| 6 | (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) | 1 | SQM | 220.88 | ₹220.66 |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C. work in Plinth Band | - | CUM | 6,444.46 | - |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) . R.C.C. work in Lintel | - | CUM | 7,731.96 | - |
| 9 | As in item no. 6 above but for slabs [Using 1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregates )Mix concrete]. (M-20) | 1 | CUM | 7,731.96 | ₹7,724.23 |
| 10 | As in item no. 6 above but for beam [Using 1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregates )Mix concrete]. (M-20) | - | CUM | 7,731.96 | - |
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