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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.3 LAccepted-AOC | ₹69.3 L Quoted ₹58.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹59.0 L+₹23,449.54 (0.40%)Rejected-Finance | ₹59.0 L+₹23,449.54 (0.40%) | L2 | Rejected-Finance L2 |
Tender Value
₹60.1 L
EMD Value
₹1.2 L
Closing Date
6 May 2026, 12:00 pmClosed
SE, RED, Saharanpur
O/o SE, RED, Saharanpur Circle, Vikas Bhawan, SRE
Gram khedha gadhai mein pashu chikitsalya se vaya rajeev malik ke makaan se giriraj son of ramnarayan keg her tak interlocking nirmaan karya
2026_REDUP_1141076_50
01/RED/Accounts/Tender file no-76/26-27 date 02-04-26
Open Tender
Civil Works
Percentage
120 days
Shamli
Gram khedha gadhai mein pashu chikitsalya se vaya rajeev malik ke makaan se giriraj son of ramnarayan keg her tak interlocking nirmaan karya
3 documents required · 3 mandatory
₹2,714
₹1.2 L
O/o SE, RED, Saharanpur Circle, Vikas Bhawan, SRE.
16 Jul 2026
29 Apr 2026
7 May 2026
29 Apr 2026
6 May 2026
29 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 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift up to 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 up to 3000 m as per Technical Specification Clause 301.5+S.I. No. 231(a) | 667.87 | Cum | 193.32 | ₹1,29,112.63 |
| 2 | 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 upłoalead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material And (mord No. 300) ( Mechnical Means) | 5.47 | Cum | 34.2 | ₹187.07 |
| 3 | Providing concrete for plain/reinforced concrete 1:3:6 c/c sand in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 And (mord No. 800 & 1200) M10 | 33.24 | Cum | 5,728.5 | ₹1,90,415.34 |
| 4 | Brick masonry work in cement & c/c sand mortar in 1:4 substructure complete excepting pointing and plastering, as per drawing in foundation up to plinth and technical specification Clauses 602, 603, 604, 1202 & 1204 And (mord No. 600) | 105.82 | cum | 5,639.2 | ₹5,96,740.14 |
| 5 | Plastering with cement & c/c sand mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 And (mord No. 600) | 240 | sqm | 173.85 | ₹41,724 |
| 6 | Providing concrete for plain/reinforced concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 And (mord No. 800 & 1200) M20 | 20.87 | cum | 6,062.9 | ₹1,26,532.72 |
| 7 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 And (mord No. 800) m-25 | 1.22 | cum | 6,878.7 | ₹8,392.01 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars. AS PER DSR 2023 S15.22.1 Mechnical Means | 1.19 | qtl | 6,476.15 | ₹7,706.62 |
| 9 | Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ( Mechnical Means) | 419.91 | cum | 2,082.4 | ₹8,74,420.58 |
| 10 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Mechnical Means) | 314.93 | cum | 2,669.5 | ₹8,40,705.64 |
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