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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹17.9 Cr+₹2.0 Cr (12.3%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹18.9 Cr+₹2.9 Cr (18.5%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Technical Bid Not Qualified. | |
| 5 | Rejected-Technical | - | Rejected-Technical Technical Bid Not Qualified. |
Tender Value
₹19.0 Cr
EMD Value
₹18.9 L
Closing Date
30 Sept 2023, 4:00 pmClosed
Superintending Engineer
Office of The Superintending Engineer, Construction Circle, U.P. Jal Nigam (Urban), Ayodhya
Paraspur Nagar Panchayat Water Supply Reorganisation Scheme, Distt-Gonda
2023_UPJNM_840400_1
1902/W-50/06 Dt. 16.09.2023
Open Tender
Water Supply
Percentage
540 days
Paraspur
Please refer Tender documents.
3 documents required · 3 mandatory
₹23,600
Executive Engineer, C.D., U.P.Jal Nigam, Balrampur
₹18.9 L
Ayodhya
22 Feb 2024
19 Sept 2023
30 Sept 2023
19 Sept 2023
30 Sept 2023
19 Sept 2023
20 Sept 2023
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 |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF PUMP HOUSE SIZE (3.60 x 3.00 x 3.00 M) CUM CHLORONATING ROOM (2.80 x 1.50 x 3.00 M)- 6 NOS. AS PER DEPARTMENTAL TYPE DESIGN & DRAWING Zone- II & III | |||||
| 1.01 | Excavation of Earth in foundation in ordinary soil (loam, clay or sand) including lift up to 1.50m and lead upto 50m refilling, watering ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to 50m. form the centre of the foundation trenches. | 180 | Cum. | 174.48 | ₹31,406.4 |
| 1.02 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. | 46.38 | Cum. | 5,050.3 | ₹2,34,232.91 |
| 1.03 | (a) First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work. | 72 | Cum. | 6,426.29 | ₹4,62,692.88 |
| 1.04 | (b) Same as above in item-3 (A) but for one brick thick wall for super structure. | 103.44 | Cum. | 6,619.08 | ₹6,84,677.64 |
| 1.05 | (c) Same as above in item-3 (B) but for 1/2 brick thick wall in 1:4 | 9 | Cum. | 6,619.08 | ₹59,571.72 |
| 1.06 | 20mm thick damp proof coarse with cement & approved coarse sand in proportion of 1:2 including 5% water proofing materials or in the proportion as specified by the manufacturer including supply of all materials, labour, for completion of the work and including curring and shuttering as necessary. | 38.76 | Sqm. | 349.84 | ₹13,559.8 |
| 1.07 | RCC work in lintel in 1:2:4 cement, coarse sand and 20mm gauge approved stone ballast excluding supply fixing in position and binding with wire, centering & shuttering, necessary curing and supply of all materials, labour T&P etc. required for proper completion of work. | 6 | Cum. | 10,405.28 | ₹62,431.68 |
| 1.08 | Same as above in item - 5 but in slab | 16.92 | Cum. | 11,529.23 | ₹1,95,074.57 |
| 1.09 | Mild steel or iron work in plain work such as R.C.C. work (when not including in over all rates) wrought to required shape as necessary including bending for proper completion of work including supply of steel and wastage. | 18 | Qtl. | 10,423.05 | ₹1,87,614.9 |
tech_eval.pdf
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fin_eval.pdf
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