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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.1 LAdmitted-Finance | -37.51% | ₹19.1 L | L1 | Admitted-Finance |
| 2 | L2₹21.8 LAdmitted-Finance | -28.95% | ₹21.8 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Part-I Not Approved |
Tender Value
₹30.6 L
EMD Value
₹72,500
Closing Date
8 Jun 2026, 2:00 pmClosed
SE Civil
57 George town PRG
Civil Works for Construction of 40 MVA TF Plinth
2026_UPCTL_1152016_1
12/ECTC,PRG/2026-27
Open Tender
Civil Works
Percentage
90 days
Prayagraj
Refer to tender documents
2 documents required · 2 mandatory
₹4,720
SE CTC PRG A/c 8832005900000016 IFSC PUNB0883200
₹72,500
1 Aug 2026
23 May 2026
9 Jun 2026
23 May 2026
8 Jun 2026
23 May 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 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. in All kinds of soil (Code No. 2.6.1) | 700 | Cum | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
in All kinds of soil (Code No. 2.8.1) | 220 | Cum | - | - |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (Code No. 2.27) | 5.4 | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Code No. 4.1.2) | 74.3 | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (Code No. 4.1.8) | 40 | Cum | - | - |
| 6 | 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Code No. 5.1.2) | 7 | Cum | - | - |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement:1.5 coarse sand(zone-III) derived from natural sources:3 graded stone aggregate 20 mm nominal size derived from natural sources) (Code No. 5.2.2) | 1.5 | Cum | - | - |
| 8 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Code No. 5.3) | 6 | Cum | - | - |
| 9 | Reinforced cement concrete work in chimneys, shafts, 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).( Code No. 5.6) | 1 | Cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (Code No. 5.9.1) | 140 | Sqm | - | - |
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