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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.1 LAdmitted-Finance DELHI | ₹37.1 L | L1 | Admitted-Finance |
| 2 | L2₹40.2 LAdmitted-Finance | ₹40.2 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bidder does not meet the QR criteria of NIT |
| Sl No | Description | Qty | Unit | PERFECT ENTERPRISES L2 | sai sharadha agency L1 |
|---|---|---|---|---|---|
| 1.00From item no 1 to 27:- Construction and Modification of 315 MVA transformer and miscellaneous works at 400 KVA Bamnauli Substation. | |||||
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 50 | cum | 4,000 ₹4,720 | 15,000 ₹17,700 |
| 3.00 | 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.
All kinds of soil | 100 | cum | 17,500 ₹20,650 | 30,000 ₹35,400 |
| 4.00 | 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) | 15 | cum | 75,000 ₹88,500 | 74,985 ₹88,482.30 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from
natural sources : 10 graded stone aggregate 40 mm
nominal size derived from natural sources) | 25 | cum | 1,30,000 ₹1.5 L | 1,37,475 ₹1.6 L |
| 6.00 | 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) | 75 | cum | 5,62,500 ₹6.6 L | 4,49,925 ₹5.3 L |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 45 | sqm | 15,750 ₹18,585 | 13,500 ₹15,930 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 75 | sqm | 52,500 ₹61,950 | 37,500 ₹44,250 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 50 | sqm | 40,000 ₹47,200 | 25,000 ₹29,500 |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | 6,000 | kg | 4,80,000 ₹5.7 L | 5,39,940 ₹6.4 L |
Tender Value
₹43.7 L
EMD Value
₹87,404
Closing Date
30 Mar 2026, 1:00 pmClosed
AGM(T)Services CMM Department)
Ground Floor, Room No. 2, Maintenance Block Building near 220kv substation, Delhi Transco Limited at Indraprastha, New Delhi 110002
Construction and Modification of 315 MVA transformer and miscellaneous works at 400 KV Bamnauli Substation
2026_DTL_288496_1
T25P131645
Open Tender
Civil Works
90 days
DTL 400 KV Bamnauli Substation
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹87,404
Yes
9 Apr 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1From item no 1 to 27:- Construction and Modification of 315 MVA transformer and miscellaneous works at 400 KVA Bamnauli Substation. | |||||
| 2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | |||||
| 3Earth 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. All kinds of soil | |||||
| 4Providing 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) | |||||
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | |||||
| 6Providing 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) | |||||
| 7Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | |||||
| 8Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | |||||
| 9Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | |||||
| 10Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | |||||
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