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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-Finance HARDAHA BALUWA VARANASI CHANDAULE | ₹12.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹12.9 LRejected-Finance VILL 81 LAJPAT NAGAR DIST MATHURA | MATHURA | UTTAR PRADESH | 209402 | ₹12.9 L | L2 | Rejected-Finance L2 |
| 3 | L3₹12.9 LRejected-Finance | ₹12.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹13.0 LRejected-Finance ALIGARH | UTTAR PRADESH | 202001 | ₹13.0 L | L4 | Rejected-Finance L4 |
| 5 | L5₹14.3 LRejected-Finance | ₹14.3 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | DEVENDRA KUMAR SHARMA L4 | M/S Harish Kumar Contractor L9 | M/S SHIVA ENGG AND CONTRACTOR L7 | M/S KANHAIYA LAL CONTRACTOR L8 | AVISHEK GAUR L6 | SHRI RADHEY ASSOCIATES L3 | M/S TANVI CONSTRUCTION L2 | M/s SHASHAVEER SINGH CONTRACTOR AND SUPPLIERS L5 | M/S SHIV CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing thick jungle and thorny bushes (without uprooting ) with disposal. | 1,018 | Sqm | 2.5 ₹2,545 | 3.58 ₹3,649.20 | 3.44 ₹3,501.92 | 4.4 ₹4,479.20 | 4 ₹4,072 | 1 ₹1,018 | 2.96 ₹3,013.28 | 3.34 ₹3,400.12 | 0.1 ₹101.80 |
| 2.00 | Earth work in foundation in ordinary soil (loam clay or sand) including lift upto 1.5M and lead upto 30M including back filling,watering and ramming of excavated earth into the structure and the sides of foundation trenches or into the plinth with removal | 570.19 | cum | 50 ₹28,509.42 | 81.47 ₹46,453.26 | 78.3 ₹44,645.76 | 80 ₹45,615.08 | 50 ₹28,509.42 | 50 ₹28,509.42 | 67.49 ₹38,482.02 | 76 ₹43,334.33 | 10 ₹5,701.89 |
| 3.00 | Providing & Laying of PCC ( 1:4:8) with cement :course sand zone 3 : Stone aggregates in foundation of posts including cost of Material, labour and T & P etc complete | 7.2 | cum | 3,500 ₹25,198.25 | 4,592.26 ₹33,061.98 | 4,415 ₹31,785.79 | 4,503 ₹32,419.35 | 3,000 ₹21,598.50 | 2,500 ₹17,998.75 | 3,804.24 ₹27,388.63 | 4,283 ₹30,835.46 | 2,800 ₹20,158.60 |
| 4.00 | P/F of ordinary centering & shuttering for CC works including cost of all material, labour, and t&p etc. complete. | 257.04 | Sqm | 150 ₹38,556 | 468.45 ₹1.2 L | 450 ₹1.2 L | 500 ₹1.3 L | 300 ₹77,112 | 200 ₹51,408 | 388 ₹99,731.52 | 431 ₹1.1 L | 150 ₹38,556 |
| 5.00 | Providing & Laying of cement concrete with 1:1.5:3 cement :course sand zone 3 : Stone aggregates or M-20 for railing & precast posts embeded with concrete including cost of all material T&P and labour etc. complete . | 25.7 | cum | 5,500 ₹1.4 L | 5,330.08 ₹1.4 L | 5,124 ₹1.3 L | 5,855 ₹1.5 L | 4,000 ₹1.0 L | 5,000 ₹1.3 L | 4,415.45 ₹1.1 L | 4,906 ₹1.3 L | 3,500 ₹89,964 |
| 6.00 | Finishing walls with Acylic smooth paint of exterior required shade: New work (two or more cost applied@ 1.67 ltr/10 sqm over and including priming cost of exterior primer applied @ 2.20 kg/10sqm) supply of all labour material and T&P required for proper completion of work for two Coats. | 1,862.94 | Sqm | 80 ₹1.5 L | 114.06 ₹2.1 L | 109 ₹2.0 L | 100 ₹1.9 L | 100 ₹1.9 L | 98 ₹1.8 L | 94.48 ₹1.8 L | 105 ₹2.0 L | 35 ₹65,202.90 |
| 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. | 509 | R.Mtr | 1,800 ₹9.2 L | 1,967.5 ₹10.0 L | 1,890 ₹9.6 L | 1,900 ₹9.7 L | 2,000 ₹10.2 L | 1,730 ₹8.8 L | 1,629.88 ₹8.3 L | 1,811 ₹9.2 L | 1,950 ₹9.9 L |
Tender Value
₹19.1 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 Khayra Inspection House.
2026_UPIDC_1155497_3
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 jungle and thorny bushes (without uprooting ) with disposal. | 1,018 | Sqm | - | - |
| 2 | Earth work in foundation in ordinary soil (loam clay or sand) including lift upto 1.5M and lead upto 30M including back filling,watering and ramming of excavated earth into the structure and the sides of foundation trenches or into the plinth with removal | 570.19 | cum | - | - |
| 3 | Providing & Laying of PCC ( 1:4:8) with cement :course sand zone 3 : Stone aggregates in foundation of posts including cost of Material, labour and T & P etc complete | 7.2 | cum | - | - |
| 4 | P/F of ordinary centering & shuttering for CC works including cost of all material, labour, and t&p etc. complete. | 257.04 | Sqm | - | - |
| 5 | Providing & Laying of cement concrete with 1:1.5:3 cement :course sand zone 3 : Stone aggregates or M-20 for railing & precast posts embeded with concrete including cost of all material T&P and labour etc. complete . | 25.7 | cum | - | - |
| 6 | Finishing walls with Acylic smooth paint of exterior required shade: New work (two or more cost applied@ 1.67 ltr/10 sqm over and including priming cost of exterior primer applied @ 2.20 kg/10sqm) supply of all labour material and T&P required for proper completion of work for two Coats. | 1,862.94 | 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. | 509 | R.Mtr | - | - |
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