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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹9.3 L+₹40,888.55 (4.60%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹9.5 L+₹60,157.20 (6.77%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical 00 BEHIND CHARCH NAYAGOWAN LAKHERA BEHIND RAMA MANI DAIRY KATNI MADHYA PRADESH 483501 | KATNI | MADHYA PRADESH | 483501 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sanjay Kumar Contractor L2 | AASHTA CONSTRUCTION L3 | A.S.Technology L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismentling of R.C.C. work With its Proper stacking of material including all cost of labour T & P, etc. As per direction of engineer incharge | 12.08 | Cum | 520.58 ₹6,288.6 | 300 ₹3,624 | 234 ₹2,826.72 Lowest |
| 2.00 | Dismentling of B/W work With its Proper stacking of material including all cost of labour T & P, etc. As per direction of engineer incharge | 32.26 | Cum | 426 ₹13,742.86 | 300 ₹9,678 Lowest | 319 ₹10,290.94 |
| 3.00 | Laying dismentaled material i/c all cost of labour T&P ,etc Complete As per direction of engineer incharge | 44.34 | cum | 108.56 ₹4,813.41 | 110 ₹4,877.4 | 70 ₹3,103.8 Lowest |
| 4.00 | Earth work in excavation in foundation in all types of soil including lift upto 1.50m and lead 30m and including back filling ,watering and ramming of excavated earth into the trenches or into the space between or into the plinth with removal and disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation tranches | 78.92 | Cum | 82.24 ₹6,490.38 | 90 ₹7,102.8 | 51 ₹4,024.92 Lowest |
| 5.00 | Centering and shuttering forP.C.C. work for including cost of material T&P etc complete | 12.96 | Sqm | 472.88 ₹6,128.53 | 370 ₹4,795.2 | 270 ₹3,499.2 Lowest |
| 6.00 | P.C.C. 1:3:6 (M10) in foundation with crushed aggregate & coarse sand with all cost of material, T&P and labour complete. | 10.06 | Cum | 4,137.03 ₹41,610.29 | 4,000 ₹40,232 Lowest | 4,400 ₹44,255.2 |
| 7.00 | Centering and shuttering for R.C.C. work including cost of material T&P etc complete | 125.9 | Sqm | 945.76 ₹1,19,071.18 | 380 ₹47,842 Lowest | 560 ₹70,504 |
| 8.00 | Placing steel Reinforcement for Rcc Work including cost of material, cutting, bending, binding, welding etc Complete | 5.58 | M.T | 66,994.35 ₹3,73,828.47 Lowest | 81,000 ₹4,51,980 | 67,991 ₹3,79,389.78 |
| 9.00 | Providing and laying RCC (M-20) 1:1.5:3 with crushed stone ballast and coarse sand with cost of material including T&P, labour etc. as per directed by Engineer in charge. | 45.92 | Cum | 5,038.85 ₹2,31,383.75 | 4,800 ₹2,20,416 Lowest | 5,000 ₹2,29,600 |
| 10.00 | C.C. 1:1:2 (M25) in wearing coat with crushed aggregate & coarse sand with all cost of material, T&P and labour complete. | 2.06 | Cum | 5,707.72 ₹11,757.9 | 5,000 ₹10,300 Lowest | 5,109 ₹10,524.54 |
Tender Value
₹11.3 L
EMD Value
₹22,600
Closing Date
15 Sept 2026, 11:00 amClosed
EE MDGC MUZAFFARNAGAR
EE MDGC MUZAFFARNAGAR
Reconstruction Of VRB Main Basera Dy at Km 25.768
2026_UPIDC_1173256_33
TN-02/EE/2026-27
Open Tender
Civil Works
Item Wise
45 days
as per tender notice
as per tender notice
2 documents required · 2 mandatory
₹854
₹22,600
25 Sept 2026
10 Sept 2026
15 Sept 2026
10 Sept 2026
15 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismentling of R.C.C. work With its Proper stacking of material including all cost of labour T & P, etc. As per direction of engineer incharge | 12.08 | Cum | - | - |
| 2 | Dismentling of B/W work With its Proper stacking of material including all cost of labour T & P, etc. As per direction of engineer incharge | 32.26 | Cum | - | - |
| 3 | Laying dismentaled material i/c all cost of labour T&P ,etc Complete As per direction of engineer incharge | 44.34 | cum | - | - |
| 4 | Earth work in excavation in foundation in all types of soil including lift upto 1.50m and lead 30m and including back filling ,watering and ramming of excavated earth into the trenches or into the space between or into the plinth with removal and disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation tranches | 78.92 | Cum | - | - |
| 5 | Centering and shuttering forP.C.C. work for including cost of material T&P etc complete | 12.96 | Sqm | - | - |
| 6 | P.C.C. 1:3:6 (M10) in foundation with crushed aggregate & coarse sand with all cost of material, T&P and labour complete. | 10.06 | Cum | - | - |
| 7 | Centering and shuttering for R.C.C. work including cost of material T&P etc complete | 125.9 | Sqm | - | - |
| 8 | Placing steel Reinforcement for Rcc Work including cost of material, cutting, bending, binding, welding etc Complete | 5.58 | M.T | - | - |
| 9 | Providing and laying RCC (M-20) 1:1.5:3 with crushed stone ballast and coarse sand with cost of material including T&P, labour etc. as per directed by Engineer in charge. | 45.92 | Cum | - | - |
| 10 | C.C. 1:1:2 (M25) in wearing coat with crushed aggregate & coarse sand with all cost of material, T&P and labour complete. | 2.06 | Cum | - | - |
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