Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-Finance | ₹12.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹12.0 LRejected-Finance | ₹12.0 L | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹25,000
Closing Date
2 Apr 2026, 10:30 amClosed
EE RED Shamli
EE RED Office, Shamli
03- GRAM AJEEJPUR MAI NIYAJ KE MAKAN SE ARSHAD KE MAKAN TAK AVM MASJID KE PASS CC ROAD NIRMAN KARYA.
2026_REDUP_1129321_3
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
₹25,000
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 of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 2.17 202. CH 02 | |||||
| 3Construction 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 | |||||
| 4Providing 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). | |||||
| 5Brick 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). | |||||
| 6Providing 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) | |||||
| 7Plastering 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. | |||||
| 8Construction 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 | |||||
| 9Construction 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). | |||||
| 10Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC GRADE M-25 CH11 | |||||
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.02 MB
Tendernotice_2.pdf
PDF • 0.46 MB
BOQ_2107401.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid