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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -3.99% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance | -3.11% | ₹1.2 Cr | L2 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
12 May 2026, 3:00 pmClosed
Executive Engineer
C.D. Prayagraj-02, U.P.A.V.P. Pratapgarh
Construction work for Convention center at Bhayaharannath Dham, Block-Mandhata, Vidhan Sabha-Vishwanathganj, Tehsil- Sadar, District-Pratapgah.
2026_UPHDB_1136705_1
614/L-11/34 Dated 02.04.2026
Open Tender
Civil Works
300 days
Bhayaharan Nath Dham
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
Executive Engineer, C.D. Prayagraj-02, UPAVP.
₹2.4 L
20 May 2026
14 Apr 2026
12 May 2026
14 Apr 2026
12 May 2026
14 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 0.00 to 1.50 mtr. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 1.50 to 3.00 mtr. | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.3.00 to 4.50 mtr. | - | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 4.50 to 6.0 mtr. | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 5 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
| 6 | Sand 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001123 |
| 7 | Providing 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001124 |
| 8 | Providing 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. | - | SQM | - | - | BI01010001010000000000000515BI0100001125 |
| 9 | 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 Footing | - | Cum | - | - | BI01010001010000000000000515BI0100001126 |
| 10 | 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 beams | - | Cum | - | - | BI01010001010000000000000515BI0100001127 |
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