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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAccepted-Finance | ₹24.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹24.6 LRejected-Finance | ₹24.6 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical 169 GARIWAN TOLA ALLAHABAD PRAYAGRAJ ALLAHABAD UTTAR PRADESH 211003 | PRAYAGRAJ | UTTAR PRADESH | 211003 | - | - | Rejected-Technical Docoments Not Complete |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
30 Apr 2026, 6:00 pmClosed
EE RED Shamli
EE RED Office Shamli
05- GRAM TANA MAI SHIV MANDIR SE PEETAM KE GHER KI AOR CC ROAD NIRMAN KARYA.
2026_REDUP_1141979_5
1314/EERED/TENDER/2025-26/ Dt 30-03-2026
Open Tender
Construction Works
90 days
SHAMLI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹50,000
4 Jun 2026
25 Apr 2026
2 May 2026
25 Apr 2026
30 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 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift up to 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 up to 1000 m as per Technical Specification Clause 301.5+S.I. No. 231(a) | 261 | CUM | 203.5 | ₹53,113.5 | BI01010001010000000000000515BI0100001114 |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upłoalead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material And (mord No. 300) | 5.47 | CUM | 36 | ₹196.92 | BI01010001010000000000000515BI0100001115 |
| 3 | Brick masonry work in cement & c/c sand mortar in 1:4 substructure complete excepting pointing and plastering, as per drawing in foundation up to plinth and technical specification Clauses 602, 603, 604, 1202 & 1204 And (mord No. 600) | 20.6 | CUM | 5,852 | ₹1,20,551.2 | BI01010001010000000000000515BI0100001116 |
| 4 | Plastering with cement & c/c sand mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 And (mord No. 600) | 48.6 | CUM | 176 | ₹8,553.6 | BI01010001010000000000000515BI0100001117 |
| 5 | Providing concrete for plain/reinforced concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 And (mord No. 800 & 1200) M20 | 6.42 | sqm | 6,217 | ₹39,913.14 | BI01010001010000000000000515BI0100001118 |
| 6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 And (mord No. 800) M25 | 1.22 | CUM | 7,095 | ₹8,655.9 | BI01010001010000000000000515BI0100001119 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars. AS PER DSR 2023 S15.22.1 | 1.19 | qtl | 6,817 | ₹8,112.23 | BI01010001010000000000000515BI0100001121 |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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 Clause 401. | 133.31 | CUM | 2,388 | ₹3,18,344.28 | BI01010001010000000000000515BI0100001122 |
| 9 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 119.49 | CUM | 3,047 | ₹3,64,086.03 | BI01010001010000000000000515BI0100001123 |
| 10 | Cement Concrete Pavement
Cement Concrete with 2cm gauge approved stone grit, course sand & cement in proportion of 1:1.5:3 in CC Pavement (Thicjmess as Design) with 43 grade cement or any other type as per Clause 1501.2.2. 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, and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints,s, admixtures as approved, curing of concrete slabs for 14-days, | 238.95 | sqm | 7,001 | ₹16,72,888.95 | BI01010001010000000000000515BI0100001124 |
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