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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.5 LAccepted-AOC | ₹20.5 L | L1 | Accepted-AOC ok |
| 2 | L2₹20.5 LRejected-Finance | ₹20.5 L | L2 | Rejected-Finance L2 |
Tender Value
₹21 L
EMD Value
₹42,000
Closing Date
28 Apr 2026, 12:00 pmClosed
Executive Engineer
EE red saharanpur vikas bhawan delhi road saharanpur
Vikash khand nagal ke Gram khajoorwala me shiv mandir se peer ki or c c road v nail nirmaan karya
2026_REDUP_1139817_56
1617/RED/cashier/25-26 dt 20-03-2026
Open Tender
Civil Works
90 days
EE red saharanpur
Vikash khand nagal ke Gram khajoorwala me shiv mandir se peer ki or c c road v nail nirmaan karya
3 documents required · 3 mandatory
₹854
₹42,000
Yes
EE red saharanpur vikas bhawan delhi road saharanp
1 Jun 2026
23 Apr 2026
28 Apr 2026
23 Apr 2026
28 Apr 2026
23 Apr 2026
25 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 3000 m as per Technical Specification Clause 202. as per Mord 2.5 | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 3000 m as per Technical Specification Clause 202. As Per Mord S.R..- 2.6 (d) | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | 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 3000 m as per Technical Specification Clause 301.5 As Per Mord S.R..- 3.4 | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Laying brick soling layer on prepared sub-grade with brick on end edging (Labour Only) according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 As Per Mord S.R..- 4.18 | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 As Per Mord S.R..- 4.18 | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P C C 1:3:6 M-10 As per Mord 11.4 | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Brick masonry work in cement mortar in (1:4) Cement C/Sand substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 As Per Mord 12.1 | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Plastering with cement mortar (1:4) Cement C/Sand 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
As Per Mord 12.3 | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
P C C 1:2:4 M- 20 As Per Mord 11.4 | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor grader/Tractor mounted appropriate equipment 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 Clouse 401 As Per Mord 4.1 | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
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