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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC as per boq |
| 2 | L2₹2.1 Cr+₹6.5 L (3.16%)Rejected-Finance | ₹2.1 Cr+₹6.5 L (3.16%) | L2 | Rejected-Finance As per BOQ |
| 3 | Not Admitted-Fee/PreQual/Technical 0 BAGHI NAUGARH NAUGARH CHANDAULI UTTAR PRADESH 232111 | CHANDAULI | UTTAR PRADESH | 232111 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical NONE | NEW DELHI | DELHI | 110001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹5.4 L
Closing Date
13 May 2025, 4:00 pmClosed
SE GANDAK FLOOD CIRCLE, GORAKHPUR
SE GANDAK FLOOD CIRCLE, GORAKHPUR
RECONSTRUCTION OF REGULATOR AT KM 3.800 OF HOBERT BUND ON LEFT BANK OF RIVER RAPTI IN DISTT GORAKHPUR
2025_UPIDC_1031576_16
01/SE/2025-26
Open Tender
Civil Works
Item Wise
270 days
GORAKHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹5.4 L
Yes
16 Jul 2025
5 May 2025
13 May 2025
5 May 2025
13 May 2025
5 May 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge
Earth work in filling by power transport for a lead of upto 1 km including excavation loading unloading manual compaction and dressing including all lift shall be applicable for lead upto 1 km including all labour, T&P, all taxes but excluding of GST etc. for proper completion of work as per direction of Engineer In charge.
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position ready mixed or site bacthed design mix cement concrete work, using coarse aggregate and fine aggregate derived form natural sources. Portland Pozzolana/Ordinary Portland/ Portland Slag cement admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete to improve durability and workability/without impaining strength : including pumping of concrete to site of laying, curring, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete of M-25 grade with minimum cement contant 330 Kg per cum.
Providing and laying in position ready mixed or site bacthed design mix cement concrete work, using coarse aggregate and fine aggregate derived form natural sources. Portland Pozzolana/Ordinary Portland/Portland Slag cement admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete to improve durability and workability/without impaining strength : including pumping of concrete to site of laying, curring, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete of M-30 grade with minimum cement contant 350 Kg per cum.
Centering and Shuttering including strutting, propping etc. and removal of form for upto 3m height.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level thermo-mechanically treated bars of grade Fe-500D or more.
Supplying and Laying of Mzp stone boulder in wire mesh gabion box/Crate of size 1.0x1.0x1.0m, mesh size 10cm X 12cm 10 SWG G.I. Wire. in launching apron including cost of all material, labour, cartage, t&p etc. complete the work as per direction of Engineer-in-charge.
S/L of Geo textile sheet of 240gsm including cost of Geo sheet, all labour, T&P etc. under boulder pitching.
Supplying and Laying of Mzp stone boulder in pitching including cost of all material, labour, cartage, t&p etc. complete the work as per direction of Engineer-in-charge
Laying inverted filter in back of abutment and wing wall including cost of material, labour and T&P etc.
Supplying & Laying Local Sand including carriage, labour, T&P, manual compaction etc. complete all.
Boring/Drilling bore well of required dia for casing/strainer pipe by suitable method pescribed in IS:2800(Part-1) including hire and running charges of all equipment,tools,plants & machinery required for the job,all complete as per direction of Engineer-in-charge upto 90 M depth below ground level .
Runing of 5H.P. Diesel pump for dewatering including arrangement of pump suction and delivery pipes and other accessories at site.
Supplying and driving of 8 mm thick Z-type sheet pile width 400 mm and length 12.00m below d/s cutt-off including loading, unloading, cost of material, labour and T&P etc.
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying and priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.
S/F expansion joint including cost of material, labour and T&P etc.
Dismentling of old Regulator gate at Hobert bund
M/S R.K.TRADERS (BID ID -5172414)
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