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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.3 LAccepted-AOC M0 NO 211 AWAS VIKAS COLONY POLICE STATION KOTWALI KATRA TEHSIL SADAR DISTRICT MIRZAPUR | L1 | Accepted-AOC L1 | |
| 2 | L2₹38.1 L+₹1.8 L (4.91%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical 9415225188 SIRAJPUR BILHAUR KANPUR UTTAR PRADESH | FATEHPUR | UTTAR PRADESH | 208001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹48.0 L
EMD Value
₹95,900
Closing Date
26 Nov 2022, 3:00 pmClosed
S.E.I.W.C. prayagraj
office of the S.E.I.W.C. 9 Saproo Road, Civil Lines prayagraj
Eeart work in Restoration bank strengthening of canal bank of Majhagawan Minor from Km. 1.000 to Km. 3.400, Restoration of RCC box type drainage crossing at Km. 0.450 of Dhaukhar Minor and Construction of 40 Nos. outlet of Dhaukhar Minor and Majhaga
2022_UPIDC_751452_3
06/SE/2022-23
Open Tender
Civil Works
Item Wise
90 days
Praygraj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹95,900
10 Jan 2023
21 Nov 2022
26 Nov 2022
21 Nov 2022
26 Nov 2022
21 Nov 2022
Amount
E/W in making approch/diversion for traffic including lead, lift and dressing, cost of all materials and labour, T&P etc. required for proper completion of work as per direction of Engineer-in-Charge
Dismantling of old and damage hume pipe NP-2 including all cost for proper disposal, labour and T&P required for proper completion of work as per direction of Engineer-in-Charge.
E/W in excavation in foundation/canal profile for lining or pucca structure including back filling of excavated earth with 30m lead & 1.5m lift etc. requaired for proper completion of work as per direction of Engineer in Charge.
Providing and Laying C.C. 1:3:6 in foundation including cost of all materials labours T&P etc. For proper completion of work. As per direction of Engineer in Charge.
Constrcution of C.R.Stone Masonary/ Lining with 1:3 C.M. sand mortar including cost of material labour T&P etc. as per direction of Engineer in Charge.
Construction 20mm Deep struck cement pointing on CR Stone Lining/masonary 1:2 in Canal Profile incuding cost of all material labours and T&P etc. For proper completion of work. As per direction of Engineer-in-charge.
Steel Reinforcement in R.C.C. Work inluding, cutting, bending, binding and placing in proper position including cost of steet binding wire labour and T&P etc. For proper completion of work. As per direction of Engineer in Charge.
Centrering & shuttering for C.C. & R.C.C. work including cost of all material, labour and T&P etc. For proper completion of work. As per direction of Engineer in Charge.
R.C.C. 1:1.5:3 in slab bridge including cost of all materials, labour T&P etc. But excluding cost of reinforcment. For proper completion of work. As per direction of Engineer in Charge.
E/W in removing of approach/diversion all lead lift including cost of all materials labour and T&P etc. requaired For proper completion of work. As per direction of Engineer in Charge.
E/W in Embankment for restoration of canal section on drainage crossing Nearby in all type of soil mixed including all lead. Lift dressing etc. requaired for proper completion of work. As per direction of Engineer-in-charge.
Providing and fixing of 150mm dia HDPE rigid pressure pipe 6Kg/m2 requaired for proper completion of work. As per direction of Engineer-in-charge.
E/W in restoration of bank in all type soil mixed chhary and kanker with in 30m lead and 1.50m lift including refiling of excavated earth in trench dressing and manual compection requaired for proper completion of work. As per direction of Engineer-in-charge.
Providing an laying C.C. (1:2:4) in coping with coarde sand and cement and 10mm to 20mm crushed stone grite including cost of all materials, labour T&P etc.for proper completion of work. As per direction of Engineer-in-charge.
E/W in restoration internal setion of canal by excavated earth by hydraulic excavator (Poclain/JCB) including proper compaction in layers and dressing with initial lead 30m and 1.5m lift each in all types of soil etc. for proper completion of work. As per direction of Engineer-in-charge.
E/W in restoration/strengthening of canal bank by borrow earth including proper compaction in layers and dressing with initial lead 30m and 1.5m lift each in all types of soil etc.for proper completion of work. As per direction of Engineer-in-charge.
MOHD. SHOEB KHAN
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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