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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr Quoted ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹5,450.75 (0.05%)Rejected-Finance | ₹1.1 Cr+₹5,450.75 (0.05%) | 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 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
22 May 2026, 4:00 pmClosed
SE
SE RED MRT
Construction work of Interlocking on the main 30 feet road in Krishna Vihar Behta Hafizpur under Loni Municipal Corporation of Ghaziabad district.
2026_REDUP_1148673_34
NIT - 08 dt 01.04.2026 SE TVY
Open Tender
Civil Works
Percentage
180 days
Ghaziabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹2.2 L
Meerut
25 Aug 2026
16 May 2026
23 May 2026
16 May 2026
22 May 2026
16 May 2026
18 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 5000 m as per Technical Specification Clause 301.5 | 3,645.63 | cum | - | - |
| 2 | providing concrete for plain/ reinforced concrete 1:4:8 in open foundations complete as per drawings and technical specifications clause 802,803,1202,1203 | 102.47 | cum | - | - |
| 3 | Construction Of Granular Sub Base By Providing well Graded Material Spreading In Uniform Layers With Tractor mount Grader On Prepared Surface, Mixing by Mix In Place Method Tractor With Rotavator at OMC, and Compacting With Three wheel 80-100 KN Static Roller To Achieve The Desire Density, Complete as per Clause 401. As per MORD Analysis. | 471.31 | cum | - | - |
| 4 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 M-20 1:1.5:3 | 14.76 | cum | - | - |
| 5 | Supply; fitting , and placing HYSD bar reinforcement (Fe-550) in Foundation and MS bars reinforcement (Fe-415) substructure complete as per drawing and technical specfications Clauses1002, 1005, 1010 and 1202. Reference to MORD Specfications 1000 SI No. 12.8 | 13.9 | qtl | - | - |
| 6 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 | 223.95 | cum | - | - |
| 7 | Plastering with cement mortar(1:4),12 mm thick on brickwork in sub structure as per Technical Specification Clauses 613.4 & 1204 | 1,188.6 | cum | - | - |
| 8 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204 M20 1:1.5:3 | 51.6 | cum | - | - |
| 9 | Providing ,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreasing in uniform thickness hand packing,rolling with three wheel 80-100 KN static Roller in stages to proper grade and camber,applying and brooming,requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density asper clouse 404 | 352.65 | cum | - | - |
| 10 | supply & Laying 80mm thick precast concrete I- shape interlocking paver blocks ISI mark confirming to IS :15658-2006 with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of OP cement, smooth high gl0ss finish skid resistant manufactured from rubber moulds through vibro compression mechanism. The cmpressive strngth of concrete paver block shall not be less than 30 Mpa (M-30) and weight 5kg per No. including cost of materials and with a blanket layer 4cm thick fine sand , labour T&P etc. required for proper completion of the work as directed by Engineering incharge. | 4,713.1 | sqm | - | - |
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