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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance 14 15 VINAY NAGAR VIJITEM PUBLIC SCHOOL QUARSI RAMGHAT ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | L1 | Admitted-Finance | |
| 2 | L2₹4.4 Cr+₹36.8 L (9.01%)Admitted-Finance H N 9 12 CHIRANJEEV VIHAR GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GOMATINETRA CONSTRUCTIONS L1 | AJAY SHARMA L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation By mechnical means (Hydraulic exacator)/manual means over areas (exceeding 30 cm in depth , 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 lift upto 1.5 m as directed by Engineer-in-charge. | 4,123 | M³ | 110 ₹4,53,530 | 70 ₹2,88,610 Lowest |
| 2.00 | Providing and laying in position ready mixed plain cement concrete,..........BMC and RMC, M-15 grade P.C.C. (cement content considered @ 240 kg/cum) | 73 | M³ | 6,000 ₹4,38,000 Lowest | 6,500 ₹4,74,500 |
| 3.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concerete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixutures in recommended prpoportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer In- Charge.(Note:- cement content considered in this item is @330kg/cum. Excess/less cement used as per design mix is payable/recoverable seperately)all work upto Plinth level. | 863 | M³ | 5,500 ₹47,46,500 Lowest | 6,500 ₹56,09,500 |
| 4.00 | Providing and laying in position design mixed concerete of M-30 Grade in roads/taxi tracks /runways, using cement content as per design mix using coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars whereever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber, finishing with required texture, including steel formwork with sturdy MS Channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10mm wide x 50mm deep ) by groove cutting machine, providing & filling joints with approved joint filler and sealants, complete all as per direction of of Engineer-in-charge.“( Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid seprately). Note-Cement content considered in M30 is @ 340 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | 81 | M³ | 6,300 ₹5,10,300 Lowest | 7,000 ₹5,67,000 |
| 5.00 | Centering & Shuttering for R.C.C. work including cost of all material, labour, T&P etc. complete | 1,577 | M2 | 670 ₹10,56,590 | 430 ₹6,78,110 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights. Foundations, footings, bases of columns, etc. for mass concrete. | 136 | M2 | 650 ₹88,400 | 500 ₹68,000 Lowest |
| 7.00 | 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. | 151 | MT | 75,000 ₹1,13,25,000 | 69,000 ₹1,04,19,000 Lowest |
| 8.00 | Providing and laying well graded filter (coarse sand & 4-20mm stone grit) i/c cost of material, labour T&P etc. for proper completion of work. | 102 | M³ | 1,500 ₹1,53,000 Lowest | 2,500 ₹2,55,000 |
| 9.00 | Supplying & laying 20-40 kg wt. split stone in Launching Apron i/c all cost of labour material etc. | 759 | M³ | 2,100 ₹15,93,900 | 1,600 ₹12,14,400 Lowest |
| 10.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) i/c all cost of labour material etc. | 106 | M³ | 5,000 ₹5,30,000 Lowest | 6,000 ₹6,36,000 |
Tender Value
₹4.9 L
EMD Value
₹9.8 L
Closing Date
15 Sept 2026, 1:00 pmClosed
Superintending Engineer
Office of The SE 3rd Circle Irrigation Works, Agra
Construction of Bridge at Km. 7.080 (Near D.S.C. Dadri road crossing. NSEZ) of Noida Main Drain in Distt. G.B. Nagar
2026_UPIDC_1182739_1
09/SE/2026-27
Open Tender
Civil Works
Item Rate
365 days
GB Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹9.8 L
Office of The SE 3rd Circle Irrigation Works, Agra
26 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation By mechnical means (Hydraulic exacator)/manual means over areas (exceeding 30 cm in depth , 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 lift upto 1.5 m as directed by Engineer-in-charge. | 4,123 | M³ | - | - |
| - | Providing and laying in position ready mixed plain cement concrete,..........BMC and RMC, M-15 grade P.C.C. (cement content considered @ 240 kg/cum) | 73 | M³ | - | - |
| - | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concerete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixutures in recommended prpoportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer In- Charge.(Note:- cement content considered in this item is @330kg/cum. Excess/less cement used as per design mix is payable/recoverable seperately)all work upto Plinth level. | 863 | M³ | - | - |
| - | Providing and laying in position design mixed concerete of M-30 Grade in roads/taxi tracks /runways, using cement content as per design mix using coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars whereever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber, finishing with required texture, including steel formwork with sturdy MS Channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10mm wide x 50mm deep ) by groove cutting machine, providing & filling joints with approved joint filler and sealants, complete all as per direction of of Engineer-in-charge.“( Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid seprately). Note-Cement content considered in M30 is @ 340 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | 81 | M³ | - | - |
| - | Centering & Shuttering for R.C.C. work including cost of all material, labour, T&P etc. complete | 1,577 | M2 | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for all heights. Foundations, footings, bases of columns, etc. for mass concrete. | 136 | M2 | - | - |
| - | 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. | 151 | MT | - | - |
| - | Providing and laying well graded filter (coarse sand & 4-20mm stone grit) i/c cost of material, labour T&P etc. for proper completion of work. | 102 | M³ | - | - |
| - | Supplying & laying 20-40 kg wt. split stone in Launching Apron i/c all cost of labour material etc. | 759 | M³ | - | - |
| - | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) i/c all cost of labour material etc. | 106 | M³ | - | - |
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