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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-Finance HARDAHA BALUWA VARANASI CHANDAULE | ₹12.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹13.2 LRejected-Finance VILL 81 LAJPAT NAGAR DIST MATHURA | MATHURA | UTTAR PRADESH | 209402 | ₹13.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹14.3 LRejected-Finance 1 234 8 | ALIGARH | UTTAR PRADESH | 202001 | ₹14.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹14.6 LRejected-Finance 255T SMARAT ASHOK NAGAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹14.6 L | L4 | Rejected-Finance L4 |
| 5 | L5₹15.3 LRejected-Finance GIJROLI DY LIKELY RELATED TO THE WORK LOCATION MENTIONED SPECIFIC ADDRESS NOT PROVIDED FOR THE CONTRACTOR | DAMAN | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396210 | ₹15.3 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S Harish Kumar Contractor L3 | M/S KANHAIYA LAL CONTRACTOR L5 | M/S TANVI CONSTRUCTION L2 | M/S SHIV CONSTRUCTION L1 | M/S CHANDRAPAL SINGH L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing thick bushes and throny jungle without uprooting | 1,080 | SQM | 3.24 ₹3,497.47 | 4.4 ₹4,752 | 2.96 ₹3,196.80 | 0.1 ₹108 | 4.4 ₹4,752 |
| 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 | 219.37 | CUM | 73.6 ₹16,145.85 | 80 ₹17,549.84 | 67.49 ₹14,805.48 | 10 ₹2,193.73 | 100 ₹21,937.30 |
| 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 | 7.83 | CUM | 4,148.65 ₹32,503.62 | 4,503 ₹35,279.88 | 3,804.24 ₹29,805.27 | 2,800 ₹21,937.30 | 4,590 ₹35,961.50 |
| 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. | 2.8 | SQM | 423.2 ₹1,183.78 | 500 ₹1,398.60 | 388 ₹1,085.31 | 150 ₹419.58 | 575 ₹1,608.39 |
| 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. | 27.97 | CUM | 4,815.19 ₹1.3 L | 5,855 ₹1.6 L | 4,415.45 ₹1.2 L | 3,600 ₹1.0 L | 6,100 ₹1.7 L |
| 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. | 1,976.4 | SQM | 103.04 ₹2.0 L | 100 ₹2.0 L | 94.48 ₹1.9 L | 35 ₹69,174 | 140 ₹2.8 L |
| 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. | 540 | RM | 1,777.44 ₹9.6 L | 1,900 ₹10.3 L | 1,629.88 ₹8.8 L | 1,900 ₹10.3 L | 1,550 ₹8.4 L |
| 8.00 | Supply and fixing of boundary piller of size (0.15x0.15x1.5) for demarcation of canal land including painting, Labour, T & P etc. For proper completion of work | 45 | Nos | 1,843.68 ₹82,965.60 | 1,800 ₹81,000 | 1,693 ₹76,185 | 1,050 ₹47,250 | 2,508.53 ₹1.1 L |
Tender Value
₹19.5 L
EMD Value
₹39,000
Closing Date
15 Jun 2026, 11:00 amClosed
Executive Engineer
L.M.B.D.G.C., Mathura
Pre-cast Boundary Wall for Security of Balanpur Inspection House and supply and Fixing of Boundary Pillars For Demarcation Of Sofa patta in Distt. Aligarh Under LMBDGC Mathura
2026_UPIDC_1155497_4
03/EE/Lower Mat/2026-27
Open Tender
Civil Works - Canal
90 days
L.M.B.D.G.C.
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹39,000
24 Jun 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 | 1,080 | 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 | 219.37 | 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 | 7.83 | 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. | 2.8 | 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. | 27.97 | 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. | 1,976.4 | 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. | 540 | RM | - | - |
| 8 | Supply and fixing of boundary piller of size (0.15x0.15x1.5) for demarcation of canal land including painting, Labour, T & P etc. For proper completion of work | 45 | Nos | - | - |
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