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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹33.5 LAccepted-Finance GOKULPURI GADHI ROAD ELECTRIC POWER LAKHIMPUR KHERI | KHERI | UTTAR PRADESH | 261501 | ₹33.5 L | 1 | Accepted-Finance 1ST LOWEST |
| 2 | 2₹38.3 LRejected-Finance | ₹38.3 L | 2 | Rejected-Finance 2ND LOWEST |
| 3 | 3₹39.5 LRejected-Finance VILL KHANSI SARAYIAN FATEHPUR DISTT BARABANKI | BARABANKI | UTTAR PRADESH | 225001 | ₹39.5 L | 3 | Rejected-Finance 3RD LOWEST |
| 4 | 4₹42.9 LRejected-Finance | ₹42.9 L | 4 | Rejected-Finance 4TH LOWEST |
| 5 | 5₹48.2 LRejected-Finance | ₹48.2 L | 5 | Rejected-Finance 5TH LOWEST |
| Sl No | Description | Qty | Unit | shiv mahima construction L4 | SUMAN TIWARI CONTRACTOR L1 | RUDRA INFRATECH L2 | Ritisha Enterprises L3 | ms Aryan construction company L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying existing granular surface to a depth of 50 mm by manual means and disposal of scarified material on site | 2,550 | M² | 15 ₹38,250 | 18.4 ₹46,920 | 5.46 ₹13,923 | 5 ₹12,750 Lowest | 20 ₹51,000 |
| 2.00 | E/w in excavation including excavation lead upto 30 m & lift upto 1.50 excluding loading mechanical compaction but including manual compaction and dressing for making sub-grade for Road. | 3,884.53 | M³ | 125 ₹4,85,566.25 | 100.4 ₹3,90,006.81 | 91.5 ₹3,55,434.49 Lowest | 120 ₹4,66,143.6 | 160 ₹6,21,524.8 |
| 3.00 | Soil stablization with lime @ 3% of soil by weight with proper mixing of lime and soil at OMC of soil including mechanical compaction and dressing to profile etc for proper completion of work. | 850 | M | 450 ₹3,82,500 | 365.94 ₹3,11,049 | 450 ₹3,82,500 | 100 ₹85,000 Lowest | 480 ₹4,08,000 |
| 4.00 | Construction 0f 125 mm.thick Granular Sub -Base (G.S.B. grading -1) by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desired density, and including cost of all material, cartage up to site, water,labour,T&P etc complete as pecomplete as per P.W.D. Specification. | 430.31 | M³ | 2,900 ₹12,47,899 | 2,430.4 ₹10,45,825.42 | 2,800 ₹12,04,868 | 1,200 ₹5,16,372 Lowest | 3,300 ₹14,20,023 |
| 5.00 | Construction 0f 100 mm.thick base by Local river sand in uniform layers compacting with smooth wheel roller to achieve the desired density, and including cost of all material, cartage up to site, water,labour,T&P etc complete as pecomplete as per P.W.D. Specification. | 318.75 | M³ | 1,100 ₹3,50,625 | 728.9 ₹2,32,336.88 Lowest | 890 ₹2,83,687.5 | 2,000 ₹6,37,500 | 1,125 ₹3,58,593.75 |
| 6.00 | Laying brick soling layer on prepared sub-grade with brick on edge (dry) according to lines, graded and cross section shown on the drawing filling joints with sand earth , spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 kn as per MORD technical spacification claouse 412. (AS per IDSOR chap XIX item No.20) (01-01-2024) | 3,187.5 | M² | 560 ₹17,85,000 | 416.4 ₹13,27,275 Lowest | 500 ₹15,93,750 | 700 ₹22,31,250 | 615 ₹19,60,312.5 |
Tender Value
₹50.8 L
EMD Value
₹1.0 L
Closing Date
15 Jun 2026, 3:00 pmClosed
SE XII CIRCLE IRRIGATION WORKS LUCKNOW
GANGA SINCHAI BHAWAN TELIBAGH LUCKNOW
AS PER TENDER NOTICE LOT 11
2026_UPIDC_1157895_11
03/SE-XII/2026-27
Open Tender
Civil Works
Fixed-rate
120 days
RAEBAREI
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,315
₹1.0 L
GANGA SINCHAI BHAWAN TELIBAGH LUCKNOW
21 Jul 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying existing granular surface to a depth of 50 mm by manual means and disposal of scarified material on site | 2,550 | M² | - | - |
| 2 | E/w in excavation including excavation lead upto 30 m & lift upto 1.50 excluding loading mechanical compaction but including manual compaction and dressing for making sub-grade for Road. | 3,884.53 | M³ | - | - |
| 3 | Soil stablization with lime @ 3% of soil by weight with proper mixing of lime and soil at OMC of soil including mechanical compaction and dressing to profile etc for proper completion of work. | 850 | M | - | - |
| 4 | Construction 0f 125 mm.thick Granular Sub -Base (G.S.B. grading -1) by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desired density, and including cost of all material, cartage up to site, water,labour,T&P etc complete as pecomplete as per P.W.D. Specification. | 430.31 | M³ | - | - |
| 5 | Construction 0f 100 mm.thick base by Local river sand in uniform layers compacting with smooth wheel roller to achieve the desired density, and including cost of all material, cartage up to site, water,labour,T&P etc complete as pecomplete as per P.W.D. Specification. | 318.75 | M³ | - | - |
| 6 | Laying brick soling layer on prepared sub-grade with brick on edge (dry) according to lines, graded and cross section shown on the drawing filling joints with sand earth , spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 kn as per MORD technical spacification claouse 412. (AS per IDSOR chap XIX item No.20) (01-01-2024) | 3,187.5 | M² | - | - |
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