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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC Due to quoted Lowest Rate |
| 2 | L2₹3.5 LRejected-Finance | ₹3.5 L | L2 | Rejected-Finance Due to quoted Highest Rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualify |
Tender Value
₹3.5 L
EMD Value
₹9,000
Closing Date
15 Jun 2026, 12:00 pmClosed
Project Manager
UPPCL Unit-26, Saharanpur
CONSTRUCTION OF CWSN TOILET IN PT. DEEN DAYAL UPADHAYA RAJKIYA MADHYAMIK INTER COLLAGE AALDI AT DISTRICT SHAMLI UP
2026_UPPRC_1157243_1
08/PCL/PM-26/SRE/2026-27
Open Tender
Civil Works
Percentage
90 days
Saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹9,000
Yes
3 Jul 2026
5 Jun 2026
15 Jun 2026
5 Jun 2026
15 Jun 2026
5 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 |
|---|---|---|---|---|---|
| 1.01 | 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 | 187.19 | ₹1,536.83 |
| 1.02 | 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 | 4,898.85 | ₹9,552.76 |
| 1.03 | 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 | 1,527.29 | ₹1,557.84 |
| 1.04 | Providing and injecting chemical emulsion for preconstructional antitermite treatment 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 | 222.97 | ₹1,522.89 |
| 1.05 | 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 | 8,274.18 | ₹4,633.54 |
| 1.06 | 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 | 8,274.18 | ₹12,659.5 |
| 1.07 | 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 | 8,274.18 | ₹6,784.83 |
| 1.08 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 2.74 | SQM | 295.46 | ₹809.56 |
| 1.09 | 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 | 105.1 | ₹287.97 |
| 1.1 | 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 | 5,129.16 | ₹18,516.27 |
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