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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.9 LAccepted-AOC | ₹98.9 L Quoted ₹83.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹83.9 L+₹10,082 (0.12%)Rejected-Finance | ₹83.9 L+₹10,082 (0.12%) | L2 | Rejected-Finance L2 |
| 3 | L3₹84.0 L+₹11,763 (0.14%)Rejected-Finance | ₹84.0 L+₹11,763 (0.14%) | L3 | Rejected-Finance L3 |
Tender Value
₹89.3 L
EMD Value
₹1.8 L
Closing Date
4 May 2026, 4:00 pmClosed
office SE RED Meerut
office SE RED Meerut
Interlocking tiles and drain construction work from Moolchand Tomar house in village Raghunathpur towards Kanvi link road
2026_REDUP_1142360_11
10/SE/RED/Hapu/2026-27/Dt. 01/04/2026
Open Tender
Civil Works
Percentage
180 days
Interlocking tiles and drain construction work fro
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹1.8 L
office SE RED Meerut
9 Sept 2026
27 Apr 2026
5 May 2026
27 Apr 2026
4 May 2026
27 Apr 2026
29 Apr 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 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material | 0.2 | cum | 186.2 | ₹37.05 |
| 2 | Earth work in cutting or in embankment in oridinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and and earth work in cartage upto 10 km.including remming and dressing the surface to required levels and slops and also including 1.50 M lift and 30 M Lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 M. as directed by Engineer in charge including royality as per clause 301.5 | - | cum | 197.6 | - |
| 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. | - | cum | 2,715.1 | - |
| 4 | Brick masonry work in cement mortar (1:4) in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | 0.8 | cum | 6,307.05 | ₹5,039.33 |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204 | - | sqm | 184.3 | - |
| 6 | Plain/reinforced cement concrete M20 (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 1 | cum | 6,783.95 | ₹6,777.17 |
| 7 | 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. | - | cum | 2,715.1 | - |
| 8 | Providing, laying, spreading and compacting stone aggregates Grading-III of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 KN Static Roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 as per Technical specificationr Clause 404.as per MORD Analysis. | 0.8 | cum | 3,477 | ₹2,781.6 |
| 9 | Supply and laying of Precast cement concrete 80 mm thick Rubbar Moulded Grey colour I-shaped interlocking Paver blocks ISI Marks confirming to S 15658-2000 with top layer of minimum 8 mm thickness having Plan dimensions 200 (160+120) mm of O.P.Cement smooth high gloss finish skid resistant manufactured from rubber moulds through vibro compression mechanism. The compressive strenght of Paver shall not be less than 30Mpa(M-30) and weight 5 Kg per No. and including cost of materials with a blanket layer of 4 cm thik fine sand layer materials,labour and T&P etc required for proper completion of work as directed by the Engineer -in-charge. Rate approved by S.E.R.E.D.Meerut. | 0.2 | sqm | 912.95 | ₹181.68 |
| 10 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | 1 | cum | 7,363.45 | ₹7,356.09 |
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