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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.6 LAccepted-AOC MOH PADAW NAWABGANJ GONDA U P 271303 | GONDA | UTTAR PRADESH | 271303 | ₹20.6 L | L1 | Accepted-AOC ok |
| 2 | L2₹20.6 LRejected-Finance | ₹20.6 L | L2 | Rejected-Finance L2 |
Tender Value
₹20.9 L
EMD Value
₹41,800
Closing Date
28 Apr 2026, 12:00 pmClosed
Executive Engineer
EE red saharanpur vikas bhawan delhi road saharanpur
Gram Islam Nagar mein Yashpal Kashyap ke Makan se Shahnawaz ke Makan ki or CC sadak mein nail Nirman karya
2026_REDUP_1139817_8
1617/RED/cashier/25-26 dt 20-03-2026
Open Tender
Civil Works
90 days
EE red saharanpur
Gram Islam Nagar mein Yashpal Kashyap ke Makan se Shahnawaz ke Makan ki or CC sadak mein nail Nirman karya
3 documents required · 3 mandatory
₹854
₹41,800
Yes
EE red saharanpur vikas bhawan delhi road saharanp
2 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 structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MORD Technical Specification Clause 2.6 - 202. (D)- Dry Brick Pitching or Brick Soling. | - | Cum. | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 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 MORD Technical Specification Clause 3.4 - 301.5 | - | Cum. | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings (As per Mord Sr.No.-11.4 and technical specifications Clause 802, 803, 1202 & 1203) P.C.C. Grade M-10, Nominal mix (1:3:6). | - | Cum. | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing (As per Mord Sr.No.-11.5 and technical specification Clauses 602, 603, 604, 1202 & 1204 (II). (In 1:4 Cement mortar). | - | Cum. | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure (As per Mord Sr.No.-12.3 and technical specification Clauses 613.4 & 1204. | - | Sqm. | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings (As per Mord Sr.No.-11.4 -(III) and technical specifications Clause 802, 803, 1202 & 1203) P.C.C. Grade M-20, Nominal mix (1:2:4). | - | Cum. | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Laying brick soling layer on prepared sub-grade with S.O.B. Class 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 Mord Technical Specification Clause 4.18- 412. (Labour Only). | - | Sqm. | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Laying brick soling layer on prepared sub-grade with S.O.B. Class 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 Mord Technical Specification Clause 4.18- 412. | - | Sqm. | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Providing, laying, spreading and compacting Stone aggregates of specific sizes to Water Bound Macadam (WBM-G-III) specification incl spreading in uniform thickness, hand packing , rolling with three wheel 80-100kN static roller in stage to proper grade and camber , applying and brooming , crushable screening to fill up the interstices of coarse aggregate , watering and compacting tothe required density Grading 3 as per Technical Specification Clause 405. | - | Cum. | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Cement Concrete with 2cm guage approved stone grit, course sand & cement in proportion of 1:1.5:3, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, | - | Cum. | - | - | BI01010001010000000000000515BI0100001121 |
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