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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-Finance | ₹11.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹11.8 LRejected-Finance | ₹11.8 L | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹24,000
Closing Date
2 Apr 2026, 10:30 amClosed
EE RED Shamli
EE RED Office, Shamli
04- GRAM FETAHPUR MAI MADEENA MASJID KE PASS ILYAS SE MAJID KE MAKAN TAK AVM SIDE GALIYO MAI CC ROAD NIRMAN KARYA.
2026_REDUP_1129321_4
1178/EERED/TENDER/2025-26/ Dt 21-02-2026
Open Tender
Construction Works
90 days
SHAMLI
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹24,000
25 May 2026
28 Mar 2026
2 Apr 2026
28 Mar 2026
2 Apr 2026
28 Mar 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setfing out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and baciclilling in trenches with excavated suitable material. SI MORD 300 CH 11 | |||||
| 2Dismantling Dry Brick Plaching or Brick Solling of including disposal of unserviceable material and stacking the serviceable material with all ift and lead of 1000 m as per Technical Specification Clause 282. D CH 02 | |||||
| 3Deduct Old Bibats received from dismantling soiling i/c comp. all respect (NOTE-(OBB/M-150 RATE IS 1000/CUM & M-75 RATE IS 900/CUM) | |||||
| 4Laying brick soling layer on prepared sub-grade with brick on Flat 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 (LABOUR ONLY) | |||||
| 5Construction 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 1000 m as per MORD Technical Specification Clause 3.4-301:5 | |||||
| 6Providing 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) Р.С.С. Grade M-10, Nominal mix (1:3:6). | |||||
| 7Brick 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). | |||||
| 8Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 (1:2:4) | |||||
| 9Plastering 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. | |||||
| 10Construction 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 | |||||
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