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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 CrAdmitted-Finance C 65 RDC RAJNAGAR DISTRICT GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | L1 | Admitted-Finance | |
| 2 | L2₹26.4 Cr+₹1.3 Cr (5.34%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical ALAMPUR FATEHPUR JANPAD ALIGARH | ALIGARH | UTTAR PRADESH | - | Rejected-Technical Non-Responsive | |
| 4 | Rejected-Technical 142 | - | Rejected-Technical Non-Responsive | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-On Contractor Request |
| Sl No | Description | Qty | Unit | Shri Krishna Construction Projects Pvt Ltd L1 | Raj Shyama Constructions Pvt. Ltd. L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling Cement Concrete i/c base concrete and including base concrete and including stacking of dismantled materials as directed by Engineer In charge within a distance of 60metre.of cement concrete laid on road i/c cost of labour, & T&P etc. complete. | 2,710 | M² | 60 ₹1,62,600 Lowest | 65 ₹1,76,150 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas ( exceeding 30cm in depth, 1.5M in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth, lead up to 50M and lift up to 1.5M, as directed by Engineer-in-charge. All kind of soil | 8,860 | M³ | 80 ₹7,08,800 Lowest | 120 ₹10,63,200 |
| 3.00 | Earth Work in Embankment in orrdinary soil embankment to be in 20cm layers including ramming Dressing the surface to required levels with half tonne steel or wooden rammer and rolling every third and top most layer in roller 8 to 10 tonne capacity and including 1.50mtr, Lift and all lead (earth shall be brought from a placewhich including cartage of earth by mechanically transport and T&P Labour etc. required for proper completion.Earth shall be arranged by the contractor at his own cost. | 9,200 | M³ | 255 ₹23,46,000 Lowest | 390 ₹35,88,000 |
| 4.00 | Providing and laying in position ready mixed plain cement,.............BMC and RMC, M-15 grade P.C.C (cement content considered @ 240 Kg/cum) | 550 | M³ | 5,600 ₹30,80,000 Lowest | 6,850 ₹37,67,500 |
| 5.00 | Providing and laying in position ready mixed M-25 grade concrete for reinforcement cement concrete with cement content as per approved design mix and manufactured in fully autometic batching plant and transported to site of work in transit mixer all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS :9103 to accelerate/ retard setting of concrete, inprove workability without impairing strength and durability as per direction of the Engineer-in charage.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level. | 1,650 | M³ | 6,400 ₹1,05,60,000 Lowest | 7,000 ₹1,15,50,000 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of columes. | 627 | M2 | 440 ₹2,75,880 Lowest | 620 ₹3,88,740 |
| 7.00 | Centering & Shuttering for R.C.C. work including cost of centering & shuttering up to 3.0m height. | 9,020 | M2 | 560 ₹50,51,200 Lowest | 865 ₹78,02,300 |
| 8.00 | Providing & Laying Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 65 | MT | 75,827 ₹49,28,755 | 75,500 ₹49,07,500 Lowest |
| 9.00 | Finishing with Epoxy paints (two or more coats) at all locations . prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface etc. complete. On concrete work | 35,580 | M² | 179 ₹63,68,820 Lowest | 179 ₹63,68,820 Lowest |
| 10.00 | Construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with front end loader atOMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 1,250 | M³ | 3,150 ₹39,37,500 Lowest | 4,500 ₹56,25,000 |
Tender Value
₹26.7 Cr
EMD Value
₹53.3 L
Closing Date
14 Sept 2026, 1:00 pmClosed
Superintending Engineer
Office of The SE 3rd Circle Irrigation Works, Agra
Repairing of Damaged 4 Lane Bituminious Road at Yamuna Marginal Bund in between Km. 0.000 to Km. 11.200 at D/S of Okhla Barrage in Distt. G.B. Nagar
2026_UPIDC_1182721_1
08/SE/2026-27
Open Tender
Civil Works
Item Rate
182 days
GB Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹53.3 L
Office of The SE 3rd Circle Irrigation Works, Agra
5 Oct 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling Cement Concrete i/c base concrete and including base concrete and including stacking of dismantled materials as directed by Engineer In charge within a distance of 60metre.of cement concrete laid on road i/c cost of labour, & T&P etc. complete. | 2,710 | M² | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas ( exceeding 30cm in depth, 1.5M in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth, lead up to 50M and lift up to 1.5M, as directed by Engineer-in-charge. All kind of soil | 8,860 | M³ | - | - |
| - | Earth Work in Embankment in orrdinary soil embankment to be in 20cm layers including ramming Dressing the surface to required levels with half tonne steel or wooden rammer and rolling every third and top most layer in roller 8 to 10 tonne capacity and including 1.50mtr, Lift and all lead (earth shall be brought from a placewhich including cartage of earth by mechanically transport and T&P Labour etc. required for proper completion.Earth shall be arranged by the contractor at his own cost. | 9,200 | M³ | - | - |
| - | Providing and laying in position ready mixed plain cement,.............BMC and RMC, M-15 grade P.C.C (cement content considered @ 240 Kg/cum) | 550 | M³ | - | - |
| - | Providing and laying in position ready mixed M-25 grade concrete for reinforcement cement concrete with cement content as per approved design mix and manufactured in fully autometic batching plant and transported to site of work in transit mixer all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS :9103 to accelerate/ retard setting of concrete, inprove workability without impairing strength and durability as per direction of the Engineer-in charage.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level. | 1,650 | M³ | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of columes. | 627 | M2 | - | - |
| - | Centering & Shuttering for R.C.C. work including cost of centering & shuttering up to 3.0m height. | 9,020 | M2 | - | - |
| - | Providing & Laying Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 65 | MT | - | - |
| - | Finishing with Epoxy paints (two or more coats) at all locations . prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface etc. complete. On concrete work | 35,580 | M² | - | - |
| - | Construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with front end loader atOMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 1,250 | M³ | - | - |
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