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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC HARDAHA BALUWA VARANASI CHANDAULE | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.6 L+₹70,350.11 (5.89%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹12.8 L+₹82,007.41 (6.87%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹13.0 L+₹1.1 L (9.11%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹13.7 L+₹1.7 L (14.5%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | JITENDRA SINGH CONSTRUCTION L2 | M/S Harish Kumar Contractor L6 | M/S SHIV CONSTRUCTION L1 | M/s CHANDRA PAL SINGH L4 | LEKHRAJ L3 | M/S VIJAY NARAIN L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing thick bushes and throny jungle without uprooting | 1,020 | SQM | 1.4 ₹1,428 | 3.51 ₹3,575.14 | 0.1 ₹102 Lowest | 0.4 ₹408 | 2.99 ₹3,049.8 | 3.2 ₹3,264 |
| 2.00 | Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in-charge up to a distance of 30M from the foundation trenches | 202.43 | CUM | 30 ₹6,072.99 | 79.66 ₹16,125.81 | 10 ₹2,024.33 Lowest | 60 ₹12,145.98 | 68 ₹13,765.44 | 70 ₹14,170.31 |
| 3.00 | Laying C.C 1:4:8 in foundation using size 4-20 mm graded crushed aggregate including all cost of material, labour , T&P etc. for completion of work per cum. | 7.23 | CUM | 4,200 ₹30,364.95 | 4,490.24 ₹32,463.28 | 2,800 ₹20,243.3 Lowest | 3,200 ₹23,135.2 | 3,878 ₹28,036.97 | 4,220 ₹30,509.55 |
| 4.00 | Centering and shuttering of C.C. work including rent of shuttering material, labour and T&P required for proper completion of work for slab, lintels, sun shades, columns & walls etc. | 258.12 | SQM | 375 ₹96,795 | 458.04 ₹1,18,230.58 | 150 ₹38,718 Lowest | 300 ₹77,436 | 391 ₹1,00,924.92 | 400 ₹1,03,248 |
| 5.00 | Laying C.C 1:1.5:3 using size 4-20 mm graded crushed aggregate including all cost of material, labour , T&P etc. for completion of work per cum. | 25.81 | CUM | 7,000 ₹1,80,684 | 5,211.66 ₹1,34,523.37 | 3,600 ₹92,923.2 Lowest | 6,200 ₹1,60,034.4 | 4,432 ₹1,14,398.78 | 4,900 ₹1,26,478.8 |
| 6.00 | Painting wall with Acrylic Smooth Exterior paint of required shade (Two or More Coat applied @ 1.67 Ltr/10 Sqm) over and including priming coat o exterior primer applied @ 2.20 Kg/10 Sqm) including Supply of all labour, material and T&P required for proper completion of work. | 1,866.6 | SQM | 40 ₹74,664 | 111.52 ₹2,08,170.7 | 30 ₹55,998 Lowest | 60 ₹1,11,996 | 95.2 ₹1,77,700.32 | 95 ₹1,77,327 |
| 7.00 | Providing & Fixing of precast prestressed 6 feet height Boundary wall consisting of 150 x150 mm vertical I- section post and 2100 x300x50mm panel of prestressed concrete M- 25,reinforced with 4 mm high strength tensile steel wire complete as per direction of Engineer in charge. | 510 | RM | 1,715 ₹8,74,650 | 1,923.79 ₹9,81,132.39 | 1,930 ₹9,84,300 | 1,800 ₹9,18,000 | 1,644 ₹8,38,440 Lowest | 1,790 ₹9,12,900 |
Tender Value
₹18.8 L
EMD Value
₹38,000
Closing Date
15 Jun 2026, 11:00 amClosed
Executive Engineer
L.M.B.D.G.C., Mathura
Construction of Boundary Wall for Security of Khandoli Inspection House/Land assets in Distt. Hathras Under LMBDGC Mathura
2026_UPIDC_1155497_9
03/EE/Lower Mat/2026-27
Open Tender
Civil Works - Canal
Item Rate
90 days
L.M.B.D.G.C.
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹38,000
3 Oct 2026
9 Jun 2026
15 Jun 2026
9 Jun 2026
15 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing thick bushes and throny jungle without uprooting | - | SQM | - | - |
| 2 | Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in-charge up to a distance of 30M from the foundation trenches | 0.2 | CUM | - | - |
| 3 | Laying C.C 1:4:8 in foundation using size 4-20 mm graded crushed aggregate including all cost of material, labour , T&P etc. for completion of work per cum. | - | CUM | - | - |
| 4 | Centering and shuttering of C.C. work including rent of shuttering material, labour and T&P required for proper completion of work for slab, lintels, sun shades, columns & walls etc. | - | SQM | - | - |
| 5 | Laying C.C 1:1.5:3 using size 4-20 mm graded crushed aggregate including all cost of material, labour , T&P etc. for completion of work per cum. | 1 | CUM | - | - |
| 6 | Painting wall with Acrylic Smooth Exterior paint of required shade (Two or More Coat applied @ 1.67 Ltr/10 Sqm) over and including priming coat o exterior primer applied @ 2.20 Kg/10 Sqm) including Supply of all labour, material and T&P required for proper completion of work. | - | SQM | - | - |
| 7 | Providing & Fixing of precast prestressed 6 feet height Boundary wall consisting of 150 x150 mm vertical I- section post and 2100 x300x50mm panel of prestressed concrete M- 25,reinforced with 4 mm high strength tensile steel wire complete as per direction of Engineer in charge. | - | RM | - | - |
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