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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.7 LAccepted-AOC | ₹17.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹20.8 LRejected-Finance | ₹20.8 L | 2 | Rejected-Finance Being Second Lowest |
| 3 | Rejected-Technical RAMNAGAR BAZAR KALAN DISTRICT KANNAUJ | KANNAUJ | UTTAR PRADESH | - | - | Rejected-Technical All Required Document are Not Complete |
Tender Value
₹20.8 L
EMD Value
₹42,000
Closing Date
16 Mar 2026, 2:00 pmClosed
Project Manager,(Unit-32) Aligarh
Ho. No- M.I.G-88, P,A.D.A Colony (Avantika), Ramghat Road Aligarh
CONSTRUCTION OF SINGLE UNIT W.C FOR GIRLS (CSWN), SINGLE UNIT W.C FOR BOYS AND GIRLS And COMPUTER LAB FOR RAJKIYA KANYA INTER COLLAGE, CHANDAULA IN DISTRICT ALIGARH (U.P.)
2026_UPPRC_1123113_3
05/PM-32/UPPCL/2025-26 Dated 06-03-2026
Open Tender
Civil Works - Buildings
Percentage
90 days
CHANDAULA IN DISTRICT ALIGARH (U.P.)
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹42,000
Office of Project Manager,(Unit-32) Aligarh
17 Jul 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
10 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 |
|---|---|---|---|---|---|
| 1 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. | 8.21 | CUM | 192.44 | ₹1,579.93 |
| 2 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. | 1.95 | CUM | 5,036.2 | ₹9,820.59 |
| 3 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work. | 1.02 | CUM | 1,570.12 | ₹1,601.52 |
| 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 (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 (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) | 6.83 | SQM | 229.22 | ₹1,565.57 |
| 5 | 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) : 3 graded stone aggregate 20 mm nominal size). | 0.56 | CUM | 8,506.17 | ₹4,763.46 |
| 6 | 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) : 3 graded stone aggregate 20 mm nominal size). | 1.53 | CUM | 8,506.17 | ₹13,014.44 |
| 7 | 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) : 3 graded stone aggregate 20 mm nominal size). | 0.82 | CUM | 8,506.17 | ₹6,975.06 |
| 8 | Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 2.74 | SQM | 108.05 | ₹296.06 |
| 9 | M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. | 3.61 | CUM | 5,272.97 | ₹19,035.42 |
| 10 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall 230mm thick to (1:4 cement & coarse sand). | 6.32 | CUM | 6,908.4 | ₹43,661.09 |
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