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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC GRAM GANDA KUNWAR PO AMODHA CHHAVNI DISTRICT BASTI UTTAR PRADESH | BASTI | BASTI | UTTAR PRADESH | 30300 | ₹15.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.2 LRejected-Finance | ₹15.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹15.9 LRejected-Finance | ₹15.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹16.2 LRejected-Finance | ₹16.2 L | L4 | Rejected-Finance L4 |
| 5 | L5₹15.2 LRejected-Finance | ₹15.2 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | m/s kanihya lal yadav L7 | M/S MISHRI LAL CONTRACTOR L5 | SHASHANK SINGH L2 | MAA LAXMI TRADERS L9 | M/S RAJESH CONSTRUCTION L4 | M/S RAM KRISHAN MISHRA CONTRECTOR L3 | M/S GANESH DUTT SINGH CONTRACTOR L1 | M/S OM SAI TRADERS L10 | AKANKSHA ASSOCIATES L8 | M/S SHRI BALA JI CONSTRUCTION L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in foundation of masonry work in all type of soil including all lead and lift with disposal of earth including cost of all material labour and T& P etc. | 644.98 | Cum. | 40 ₹25,799.2 | 52 ₹33,538.96 | 20 ₹12,899.6 | 72.3 ₹46,632.05 | 66.14 ₹42,658.98 | 64.8 ₹41,794.7 | 61.56 ₹39,704.97 | 100 ₹64,498 | 88 ₹56,758.24 | 50 ₹32,249 |
| 2.00 | Supply & fixing caution sign board ISA40x40x05mm size 1.20x2.10m. and 1.50mm thick M.S. plate, painting caution letter, including cost of all material, labour, T & P etc. complete work. | 1 | No. | 7,750 ₹7,750 | 4,700 ₹4,700 | 2,000 ₹2,000 | 6,360.7 ₹6,360.7 | 5,700.61 ₹5,700.61 | 5,585.03 ₹5,585.03 | 5,300 ₹5,300 | 5,000 ₹5,000 | 6,062 ₹6,062 | 7,756 ₹7,756 |
| 3.00 | Earth work in making bypass channel Section & strengthning including all lead & lift; all cost of labour, T & P with manual compaction required for proper completion of work. | 2,880.52 | Cum. | 30 ₹86,415.6 | 1 ₹2,880.52 | 50 ₹1,44,026 | 119.14 ₹3,43,185.15 | 105.82 ₹3,04,816.63 | 103.68 ₹2,98,652.31 | 98 ₹2,82,290.96 | 100 ₹2,88,052 | 112 ₹3,22,618.24 | 10 ₹28,805.2 |
| 4.00 | Laying C.C. M-10 (1:3:6) mix. in foundation with Kabrai crused stone grit 4.75 to 40 mm size & coarse sand of F.M. not less than 2.0, including cost of all material, labour, T & P etc.required for proper completion of work. | 50.62 | Cum. | 10,000 ₹5,06,220 | 11,613 ₹5,87,873.29 | 9,500 ₹4,80,909 | 9,871.54 ₹4,99,717.1 | 8,534.68 ₹4,32,042.57 | 8,361.65 ₹4,23,283.45 | 7,944 ₹4,02,141.17 | 11,000 ₹5,56,842 | 9,070 ₹4,59,141.54 | 11,000 ₹5,56,842 |
| 5.00 | Supply & laying & fixing in position and alignment of 1200 m m dia Np-3 hume pipe, as per direction engineer-in-charge; including cost of all material, labour, T & P etc, required for proper completion of work. | 10 | R.M | 12,070 ₹1,20,700 | 12,077 ₹1,20,770 | 7,000 ₹70,000 | 9,850.8 ₹98,508 | 8,875.68 ₹88,756.8 | 8,695.73 ₹86,957.3 | 8,260 ₹82,600 | 6,600 ₹66,000 | 9,521 ₹95,210 | 11,000 ₹1,10,000 |
| 6.00 | First class brick work in 1:4 C:M with coarse sand, of F.M. not less than 2.0 including all cost of material, labour, T & P etc. required for proper complete work. | 109.57 | Cum. | 7,390 ₹8,09,751.86 | 6,900 ₹7,56,060.6 | 7,000 ₹7,67,018 | 6,284.05 ₹6,88,568.49 | 5,433.57 ₹5,95,378 | 5,323.41 ₹5,83,307.33 | 5,057 ₹5,54,115.72 | 6,500 ₹7,12,231 | 5,780 ₹6,33,337.72 | 7,300 ₹7,99,890.2 |
| 7.00 | First class brick work in 1:3 C:M with coarse sand of F.M. not less then 2.0, including cost of all material, labour, T & P etc. required for proper completion of work. | 7.29 | Cum. | 7,600 ₹55,419.2 | 6,700 ₹48,856.4 | 1,500 ₹10,938 | 6,393.08 ₹46,618.34 | 5,592.27 ₹40,778.83 | 5,478.89 ₹39,952.07 | 5,204 ₹37,947.57 | 6,000 ₹43,752 | 6,135 ₹44,736.42 | 7,609 ₹55,484.83 |
| 8.00 | Earth work in back filling in foundation up to ground level in all type of soil, including all lead & lift, all cost of material, labour, T & P etc. complete with manual compaction of work. | 196.56 | Cum. | 25 ₹4,913.95 | 10 ₹1,965.58 | 10 ₹1,965.58 | 58.48 ₹11,494.71 | 55.11 ₹10,832.31 | 54 ₹10,614.13 | 51.5 ₹10,122.74 | 100 ₹19,655.8 | 60 ₹11,793.48 | 65 ₹12,776.27 |
| 9.00 | Laying C.C. M-15 (1:2:4) mix with Kabrai crushed stone grit graded 4.75 to 20mm size with coarse sand of F.M. not less then 2.0, in collar joint including all cost of material, labour T & P etc. required for proper completion of work. | 4.21 | Cum | 12,300 ₹51,733.8 | 9,800 ₹41,218.8 | 2,500 ₹10,515 | 10,276.48 ₹43,222.87 | 9,098.14 ₹38,266.78 | 8,913.68 ₹37,490.94 | 8,468 ₹35,616.41 | 11,000 ₹46,266 | 9,570 ₹40,251.42 | 12,380 ₹52,070.28 |
| 10.00 | Deep struck pointing in 1:2 C:M with coarse sand F.M. not less than 2.0, including all cost of material, labour, T & P etc. required for proper completion of work. | 119.21 | Sqm. | 150 ₹17,881.5 | 100 ₹11,921 | 75 ₹8,940.75 | 149.98 ₹17,879.12 | 134.39 ₹16,020.63 | 131.67 ₹15,696.38 | 125 ₹14,901.25 | 125 ₹14,901.25 | 178 ₹21,219.38 | 182 ₹21,696.22 |
Tender Value
₹22.0 L
EMD Value
₹44,100
Closing Date
27 Jan 2026, 5:00 pmClosed
EE Saryu Nahar Khand-1 Balrampur
EE Saryu Nahar Khand-1 Balrampur
Construction of Drainage Syphon at Km 3.500 of Samda Mr.
2026_UPIDC_1107737_3
03/EE/2025-26
Open Tender
Civil Works - Canal
180 days
Balrampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹44,100
Yes
9 Mar 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
27 Jan 2026
21 Jan 2026
Earth work excavation in foundation of masonry work in all type of soil including all lead and lift with disposal of earth including cost of all material labour and T& P etc.
Supply & fixing caution sign board ISA40x40x05mm size 1.20x2.10m. and 1.50mm thick M.S. plate, painting caution letter, including cost of all material, labour, T & P etc. complete work.
Earth work in making bypass channel Section & strengthning including all lead & lift; all cost of labour, T & P with manual compaction required for proper completion of work.
Laying C.C. M-10 (1:3:6) mix. in foundation with Kabrai crused stone grit 4.75 to 40 mm size & coarse sand of F.M. not less than 2.0, including cost of all material, labour, T & P etc.required for proper completion of work.
Supply & laying & fixing in position and alignment of 1200 m m dia Np-3 hume pipe, as per direction engineer-in-charge; including cost of all material, labour, T & P etc, required for proper completion of work.
First class brick work in 1:4 C:M with coarse sand, of F.M. not less than 2.0 including all cost of material, labour, T & P etc. required for proper complete work.
First class brick work in 1:3 C:M with coarse sand of F.M. not less then 2.0, including cost of all material, labour, T & P etc. required for proper completion of work.
Earth work in back filling in foundation up to ground level in all type of soil, including all lead & lift, all cost of material, labour, T & P etc. complete with manual compaction of work.
Laying C.C. M-15 (1:2:4) mix with Kabrai crushed stone grit graded 4.75 to 20mm size with coarse sand of F.M. not less then 2.0, in collar joint including all cost of material, labour T & P etc. required for proper completion of work.
Deep struck pointing in 1:2 C:M with coarse sand F.M. not less than 2.0, including all cost of material, labour, T & P etc. required for proper completion of work.
Earth work for removing of bypass channel channel; including all lead & lift; all cost of labour, T & P with manual compaction and dressing for proper completion of work.
Dewatering with all cost of power & P.O.L . machine, pump, well point systm and operator etc with assembling and dismentling of machine etc. required for proper completion of work.
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