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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 LAccepted-Finance | ₹12.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹12.8 LRejected-Finance | ₹12.8 L | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹26,000
Closing Date
2 Apr 2026, 10:30 amClosed
EE RED Shamli
EE RED Office, Shamli
02-GRAM LAVVDAUPUR MAI RAJSINGH RAJU KE MAKAN SE SHIV MANDIR TAK CC ROAD NIRMAN KARYA.
2026_REDUP_1129321_2
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
₹26,000
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 |
|---|---|---|---|---|---|
| 1Dismantling 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 | |||||
| 2Deduct 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) | |||||
| 3Laying 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) | |||||
| 4Construction 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 | |||||
| 5Providing 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). | |||||
| 6Brick 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). | |||||
| 7Providing 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) | |||||
| 8Plastering 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. | |||||
| 9Construction 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 | |||||
| 10Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 (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, using curing compound (where specified) and water finishing to lines and grade as per drawing (As per Mord Sr.No.-6.4 and Technical Specification Clause 1500). | |||||
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