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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.0 LAccepted-AOC | ₹53.0 L | L1 | Accepted-AOC L1 Firm |
| 2 | L2₹54.1 LRejected-AOC | ₹54.1 L | L2 | Rejected-AOC L2 Firm |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹54.2 L
EMD Value
₹1.1 L
Closing Date
10 Apr 2026, 1:00 pmClosed
General Manager Zone-2
General Manager, Zone-2, U.P. Projects Corporation Ltd. 14, Chandra Shekar Nagar Colony, Tulasherpur, Bareilly
CONSTRUCTION OF 4 NOS ADDITIONAL CLASS ROOM AT RAJKIYA INTER COLLEGE, CHANDAPUR DADRAUL DISTT.- SHAHJAHANPUR (U.P.)
2026_UPPRC_1129819_1
30/PCL/GM/ZONE-2/BLY/2025-26
Open Tender
Civil Works
120 days
DISTT.- SHAHJAHANPUR (U.P.)
As per BID Document
2 documents required · 2 mandatory
₹11,800
₹1.1 L
3 Jun 2026
25 Mar 2026
10 Apr 2026
25 Mar 2026
10 Apr 2026
25 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 |
|---|---|---|---|---|---|
| 1Excavation 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. | |||||
| 2Filling of carted earth. | |||||
| 3Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. | |||||
| 4Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. | |||||
| 5Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around 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 of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. | |||||
| 6R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. | |||||
| 7As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) | |||||
| 8As in item 6 but for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) | |||||
| 9As in item no. 6 above but for column (Using 1:1.5:3 Mix concrete). All work up to plinth level Ground floor | |||||
| 10All work above plinth level | |||||
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